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HomeMy WebLinkAbout638300224206595778) s t;, �, ,,. r r- .:•�,,��, .: :•ter. :. -.;.5:: a .� �•. ,. , . :a. �"•�. ,,., , �.,,��; i rr 1 3 r fah s-r 'S\>fy (.te�r r �r.� 3 � � �.� 't.+._. r { `� .�" ���..((.. ;•r r .t r ..J,�'•t `�YT�,yr!$y , t .. � �,�y r ... d �-rT r w...JJJ a . r t• ' ~may _ ^• .. ... Siteplan/Grading Plan J 14 SEE SHEET UC YOtAN \\ �� / I FOR DETAILS 1 B-2 IS IN J I LE11G1x 24' .. _ �or xPROVIDE CULVFFT OUTLETPROlEC110NPER DETAIL t 60'PROPOSED 1,\ / GRASS SWALE EN R P ON SHEET C-103 STREET EASEMENT PROPERTY �I1r ISLOPE 1.1 35'MOM DRAIN INLET ! __ /""� \ \\ `\ BOUNDARY(1Y SEE SHEET C-101A I IPRGVI E Lt'ER1 OUTLET , CURB FLOW LINE EL64727.55' - FOR DETAILS APR PER DETAIL . 1S"RCP INV.IN_4723.45'�- / .. ~.� ON E EET 1W 18'RGP INV.OUTµ723.45' \ C Kenyon Nob1e PER COB/02720-1 / __-._ �\ 38 R ,NN INLET / ! 15 RCP , 15'mfl-35 .' ( �Y '. CURB = ... CURB FL01 LINE N 4721.pg52]' -3°"STORM DRAIN INLET + LENG,N_73' GRAS SWALE 1°• P I .OUM14721.OW CURB FLOW LINE EL_4727.68' AIL MIN 0.5x SLOPE FAJT�. / PER. 02720-1 18"RCP INV,IN=4724.50' ER COB 02720-1 \ - A PORTION- OF TRACT 3A OF COS 1215 LOCATED IN SECTION 1, T2S, R5E, P.M.M. 18•RCP INV.OUr_472J.]0' I PER COB,l02720-II \ =� - ': CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA LENGTH '°• ' ZONED:B-2 ETENDON PoND 1 \ \ iMIR LOP _ Lrs4Go cF �� ` SEE oEraL SHEET c,w y 0 1 SIDE SLOPES 50 � SNOW GATE FOR S'W000 h, GRASS SWaF H EL 4725."A' l`SNOW REM MASONRY FENCE ''MIN O.Sx SLOPE' 'oo. _ ,t ,- ,.SEE DETAIL SHE C 1.0',; (°Y OWNER SEE NiCHRml(NRAL PUNS SEE DETAIL SHEET C103 \ SNOW REAfOVAL D6EWToN POND/2 / BLOPFr11_OSX / 4/GHT \• 1 I•. L _-_v \, SWING GA FOR / DW REMP/AL SHOW REM VAL VOL_8225 CF - ' A"®9 Q Q), OUTDOOR �, (BY OWN ) 4:I SIDE M.oPEs % \ `� c, Vs,.9 ,t U / - WT EL 472440' 18' DR-35 PVC / I V E Q / STORAGE \, /DEPTH: 13' GRI_74' e 3 L I _ , j. OPEN 1 E"E=MT � !2 SPACE \ \ ✓ \� /W WOOD e ----- Z i O) cC1 / ( - _-.-_� •\\\ SEEMAS ARC/FENCE ^I , L INCRURAL CE ' SEE ARCHffE P EX NC°'SEWER SNB C \ i . INSTALL f0(IR(4)BOIlARDS (FUTURE i1OU`I0I1� \\ SEE S 18'SCRION PVC, t ) CamLEYEN � �� � \ .. _N \ ' IZ (Wer1E0(iYNFR)) _ - \\. WAREI30USE `� PROVIDE CULVERT _- - _ AREA ) +1 }' r+RolECTrox vF3t DeTaL `` - '-- `� / Ar FOUR(4)CORNERS OF \\ - mow'/\ I•' PTONA* %103 1 OAn SEE MI SEWER 1 � �7 �r 'r7 IN NTROL B (typ)AND , \. \ \ •1 111 L.r L`I 1 l� s AND , ® �7 D- AS SHOWN WHf1E SIPoPES P lE R DETalS T.sller " 1f' e / \ ,' SE R /r ntk1 Ix 16sATyc_ , ;j 2S i \ / e�� t 2 I BOOR18 'SETBACK F _ •I■� l CC INV ] 15 / / BY OWNER) \��'•�` ,\ % / - - i' i 4 . \ A G INV S_E 850 % \.,� \ mT - Tt1 Si I a T_. O PROVIDE CULVE O ! -- ••'W_" _ PROlEON'aH 0.T I �\; �`~•� \ `\\...�.. FFE ]JO. SEE DETAIL SHE 103YVICINITY1MAP r -' 0 nu WHITE STRIPING(41 WAREHOUSE CID,B Gvr. - C SEE NOTE 9 THIS SHEET ITE '\ � / �WIRtO4S TAPER NO SCALE <J 16• u/Fr GATE(bP) FFE:4730.00 THLs"s°EEi / / '� GRAPHIC SCALE (BY OWNER) FIRE SERVICE LINE CONTINUED \ \ CSHEEY•ER / L l \ 1� 50 0 25 50 100 200 ON MECHANICAL PLANS 13 N01E 91NTHIS SH -- , SEE FIRE SERVICE LINE \\ k C / / 5 D WATER AND VIPROFILEDE FOR f/ �' / SNONj AL ( IN FEET WATER SETMCE EfFOR pROf+aSm / 30 LATE yi�»b' ( t Inch= 50 ft. RNA�� /ILAN /WAREHOUSE (DING FlRE _ - .' FIRE SETMCE SERVICE �� "", Lq s \ '"t, PROPOSED LAND USE: (Spq�•�',�,}qq� 80'PROPOSED r / 0 JS x �3 j \RETAINING CONC.WALL 0. N ANDS INl'ET PER r \ R_, DI - � ^ ' �,�S 'F.N .14th AVE.ERSEMEM PROPOSED ' 0.]SX FE STRUCNRAI.PLANXll COB/02720-1 g APPROACHc COMMERCIAL RETAIL:.. PLAN l \ _ NRY FENCE OUTDOOR WATER SEW CONDENSER UNITS \ ' F I M:4728.50 I REVIEWED U APPROVED USE BINS` N7fH BOLLARDS:SEE \ \ INv:4725.71 :' Q - SITE DATA Includes future expansion).1. C P D PT.OF PLANNING AREA GROSS = 17.70 AC OR 770,945 SFAND C L1M ITY DEVE 1 Ei •: {{'. d ---1 AREA WITHIN ROW = 624,236 SF PROPERTY / MECWVIICAL 8:ELECTPoCAL� O. - .„• - BDIINOARY(typ.) MELER LOG110N N , OW REINFORCED CONCRETE xTTH� � N DIRECTOI RET IL BUILDING 0 SF LOADIN DOCK91 /.. SEE MDECHwM.LL SHAIL SHEET 'TTH W1 M04 ��I PI(�) l` ._\, ZONE ~ t WARAEHOUSE BUILDING COVERAGES 9541,250 SF __-� •',' .i j SEE D L ANO- ��� COORDINATE WITH UED SEE IICTII PW1 ,'• r - /P CE SEE NURSERY RAGE _ 6 SF SOW PLANT COVE 60 s m , CRAW sti/ALE KE O NOBLE _.-_._------ $m\ BID u�•�.��7 �T TT ao 21 e-z ZONE r ;tee o �sLoP UM ING` y"-'�"`��O�` l,OBLE -,.,\- - e / OWN j', �\ ,.Jr OUTDOOR STORAGE COVERAGE = 125,636 SF II ( ANSION) BUILDING x w I' •T PARKING COVERAGE 113,9 F / ROOF D N CLFANour .. PPH:4735.i0 ____ m m a (typ .. .. - OPEN SPACE = 187,982 SF 38 ADJACE TO COLUMN. •) / S ' �ORAI END / SEE ARCHTIE RAL PLANS j Po:47MO ! ANO HEFT C-10 FOR DEfNLS / I :4730.00 j ,': (typ. I I9000 w III-AA-Pt .�-� INSTALL 8"SDR-35 22.5' S('f ' 1"-I " +.. PROVIDED PARKING = 7 DISABLED STALLS SEE DEra 3H 0103 two furlhaat est dearoW)_ l SEE LANDSCAPE PLAN TOR BEND DOWNSTRFAII OF,EE I /� SDEWALK SCORING -HIM4n333 � ^C 208 STANDARD STALLS INsraLL DLE INv n2ao5 i I. / �J NOTES: 215 TOTAL STALLS ' � INBT DRN ON N ONLY '�, AROUND BUILDING (:FNFRA INL c c i/02528-4. R N7D cLE/wa val ACCESSIBLE wsuu e•sDR_xs,EE`:' '(If 1. Construction work on this project shall be completed in accordance with Montano Public Works Standard N)J 5 - HANDICMPm. \ , P I P A 4a,AN 70 m• RIM_4733.25 ` lEN % PARKING S7a15 INV_Q25.07 \ •(y Specifications, Rfth Edition, March 2003, and with City of Bozeman Modifications, Fifth'Edition, March 2004. T S E35 � I EMwv 2. The Contractor shall restore all roadway surfaces to equal or better condition than existed prior to p •1, I / excavationy as.determined by Owner and the Engineer. •I t5' \NON- D J B l oRA•EwA H b, e- •■ 3. The`lo€ation, depth and size of the existing utilities shown on these pions is approximate. The Contractor ' PN1 cos P 13 R I �cuNe cur IQ K P _ b. - r \ ,�3y. I - ` OPE shall verify the existence, location, depth and size of the utilities prior to construction. The Contractor shall / 2.0'WIDE LAN DSC PE PUN / \ / 1-15 n /�1.zs x 1•ss'a Ra r " Tao CE T / be solely responsible for any damage to the existing facilities due to failure to locate or properly provide j 1.25 x 1.25 x 1.2a x 12s\ / __ protection iwhen location is known. / LANUS SEE 1.25 x' UNDSCME PLAN"' � � - - 4. Asphalt, concrete curb and sidewalk shall be saw cut or neat cut by method approved by the Engineer. \ SS'N.11th AVE. EASEMFM S. Side slopes off of drive and parking areas shall be 3:1 max unless otherwise directed by the Engineer. -». 1Bc-Tec 6. Top'�Bock'Curb Radii to be 4' unless otherwise noted on the plans. OPEN y 4 e ( 4• , s soEwax PHIHEA i 7• Contactor to install City of Bozeman standard pedestrian ramps at all sidewalk/curb interfaces. Slope is / 13 / - / SEE Lv1os E PUN - ---- not Ito:exceed 1" per V-0". CROSSPACE i ze WALK(LYP CARTIVE \ I 8. Grade elevations dictated xx.xx on plans are +4700' to City of Bozeman datum. SEE.NOTE (A11D (BY R) \ 3'STORM MH �� / 9. Pavement markings within site shall be 4" white and/or yellow painted markings as dictated-on the siteplan /PI, ' ondi.in.accordance with Section 02581 of MPWSS, Fifth Edition, March 2003. TYPE 0 CRATE) 10.Bollards shall be installed per COB Standard Drawing #02660-8. 'TYPE C CRAVE) 4731.12 _ 11.Fencing shall have minimum'openings (bottom) of 12"x4" every 10' for surface drainage. 8'WIDE PAVED L �� - •�� BE �O�NE°ETw'c1Pioi � s'WIDE sDEWI°1((t1m) 1_„ j S2 ��" i f 12.Sidewalk shall be constructed of 4" of M-4000 concrete with a minimum of 3" of washed rock placed on �.' compacted native material or compacted imported material meeting the requirements of Section 02230 ,,, r - T8G-15C •\ '�_"' ,(M.P.W. Specs., 2003 ed.) 13.Road, water, sewer and storm drainage plans associated with 14th and OP Street are to be submitted with r - _ -"- - � - •� _--_J \` PAVED-TRAIL AVED TPAI-IDE L� - infrastructure o be submitted with infrastructureimprovements. ------- -N-3u s ----'- 14 Fire service and ewer Ian and profiles are --'--..-- --------._ - -_ �� e s P pr t Fl a 0 _ '' 1 t b 2 2 d t 3 I r 15.See'sheet L 101 for exterior sign locations ---"- --'-- -- -- -- -' - 6.Deccrative crosswalk shall be 6" M-4000 concrete reinforcedwi h #4 bars on a ' x ' grid place a j �/, NON-I1f90a111AL _ _ / - PEN DOW 1102528-1J-1J Oie�RECRIONI�W.1pMMEOIW I - INSTALL 4'MANHOLE 5:38•STORM DRNN MLEL deep. Seel landscape plan for scoring and color. OAK STREET SEE OENL SHEET C1o2 EXTEND EXIST. RCP TO MANHOLE 1 El ARRISONNG is' ` II�" T9 .� IERLE,INc. 'I'°'"� Siteplan/Grading Plan PLUGGED AT 801H FNI1s ) ""'a'" Kenyon Noble --- r?h,- III ., T.,ER , " EXPOSE EXIST.1a"NOR - Po M 111;m1 r ----'- D6CHIRGE TO ROADSIDE ORCH. m v D PIPE IF NEC .��.�. JAN 2 5 1005 �- •A•v^D IAa aNN_s w..�,,,. s I=T�,N„ Ta"c,N1.,e,-11m Ct_101 CLIENT: L- I PLOTTED DATE: Jan/24/2005 - 08:10:46.am FIELD WORK- DATE:01/21/05 r•,�, .., DRAWING NAME: DRAWN BY: KDJ SCALE I'-50' H:\3900\001\ACAD\SREPLAN\SffEPIAH.dw, CHECKED BY: - PROJ #:3900.001 SHEET OF PLOTTED BY:E« Kenyon Noble Site - Details J......... ) JS 1 ml ml ml �ryy,h^ Ji�i'y. 6 of 'Ji Mt J'sa gyryb6 SEE STRUCTURAL SHEETS / m JS b JS FOR DIMENSIONS & DETAILS z>7j ry886 �byo �so'� Js (-3-"�WAREHOUSE RAMP DETAIL C22 LOADING DOCK DETAIL SCALE RU SM r-5 HALF WE:r-1a SCALE RAL SK-r-W HALF SM-r-V 00 6• 7ho� o° .zs N 28.00 h N 2 29 5O " 9• of 'Y p1 9. 'V iN N N• ry� JJs yq,00 WAREHOUSE RAMP •p0 32 q, ry�y >i A SEE DETAIL THIS SHEET 39.42 AND STRUCTURAL PLANS ti �' 398g 39.04 ,� ,7o•�Oe h9a g yy ,your 6ryk J 39.�0 3 � .�°o "i`�°° 3Z2g J •h°e0ry wo �� ory ��°'° ,,,,o . '� 30"T7 '1� � 7°g;1 51 ewJ '�ry 6 � O'0 ■ '�� / e yQ- 1 a 5°g90 INSTALL THREE 3 FLEXIBLE 0p y 7-Bpi no.a 'S0'o ti :. m^w 3 ry s°5 NOTES: DELINEATORS AS SHOWN AND IN I � �� o JS a1 ACCORDANCE WITH MDT DETAILED _ ' 47 31.31 M o �irr ,1 J DRAWING # 19- - .£m` 't L'1�- 3.90 jyry o 1 AREA WITHIN DIRECTIONAL MEDIAN 6 40 I, SHALL BE EARTH_:FILL 2: 3"-6" ROUND o y $ Ji so yy'yo �s 30.�5n N 3;9g g `b ,9 "' yo' hti RIVER ROCK.ON TOP. $ "v�M � myo a363o� 3739 3v' JJRJ2 / 2. DIRECTIONAL MEDIAN SHALL BE �1N0 D® LOADING DOCK ti og w FORM, IN PLACE CURB AND GUTTER. SEE DETAIL THIS SHEET 97M„lro . : AND STRUCTURAL PLANS 3a37 o$ �' "'� "' 3s 3 'DRIVEWAY APRON SHALL SLOPE AT 32.61 yq s3 3q: 499 (1/2" PER FOOT) TO THE APRON p4 3z. 33• oN� 82 FLOWLINE. ---- LAYDOWN CURB IN 35.00d' - FRONT OF ENTRANCE .98 0$�e 3 e 34-50 DIRECTIONAL MEDIAN DETAIL Jv so '30� ^' w iPw a ro SCAI-E RILL SM-r-20'HALF SIZE-r-V yo LAYDOWN CURB IN y>•s•m .yy 32.64 a`D FRONT OF ENTRANCE J �ti hry. 3 ?n �ae y 9 A Jrs ejo g 2"ASPHALTIC CONCRETE, GRADE B, COMPACTED TO 97% MARSHALL ON 4" MINIMUM 1-1/2"MINUS TYPE A 32•g8 ',,; J -� 3', 7o m JT`r8� `73'°S '>,5.1 3 3 •y1• w ego 3 CRUSHED BASE COURSE COMPACTED TO 97% RELATIVE 'fig ww "'32- qq 4.23 34. �y.kM1• .r its rw,.?ry"`�- yyw 1w, �o rw,,w ^A,,� COMPACTION ON STRIPPED SUBGRADE, TOP 6' SCARIFIED 333g 33.63 343' 3q g6 .ya• � '7vpO2 9'70 3q'60 3O3 _-2��y y~ �$7't'�"-��,�">^ "w�,w,,�A:�? PLACE SPOIL AGAINST AND COMPACTED TO 95%RELATIVE COMPACTION. 33•B 3 33y'`2�0 3438 J 3g3a9S '7 (COMPACTION BASED UPON AASHTO T-99) 2 32 � PAVEMEM',TYPICAL Oq JJ.2 �7� v 'JS A 33 33. m 2 32. 33. w w 33• 33,7 4.�•' 8 J 'BO 1 J h'0 3 rym 64 64 ww� B• '� w w •�' 3 � � 8 dV, 3ry•�`J r` J "- 31- 32' "�' 1 4"PER FOOT SLOPE TO DRAIN •7 .P w 22 33 68 .� 350.g9 �,.`�'d• ".✓*5$ �'J�M h 0 N h 6 `��' O . - - - r N 6g� 34 543 6 . 33-4 2j 9 y- �� ��� �S 93 3q g3 �y0 3d, 35.07 334:39 ,J4�j 3y 630 rdr' 2�q 3 4'1 33 43 SUBG .•+.� ^ �.. _ SUBGR4DE .,. Jy• 34..31 .Sa J`B � '�' 32. J�i�2S S .?S- 5gO 2- sB� 3/4"ROAD MIX ^}'�'T7 -yq�2 'Tl'J'' .Sys"-y w 2 35.65 .j5?9 `(S' •O 3s� `:5'n. �' 3 3' S e 2 35.30 wo° 1kk 3y3 J�`�d`A PREVENTIVE 6.4 FABRIC tOR EQUAL 35 4j � .x. �4 �w �465 � 35.85 w 6 36 4 J (-5'*)PAVED TRAIL TYPICAL SECTION h k. rn'>t 6 36.07 JS S 8° ,lss S.y6 raa )7J .>r --� LEGEND: _ --- �MORRIS0N �,{� �"s" Siteplan/Grading Plan °o TBC ELEV/ASPHALT ELEV. MAIERLE INC. ycP TOP/BOTTOM ELEV. c Kenyon Noble ADD 4700.00' FOR C.O.B. DATUM ro e.lua.em r"bdoy e.s m,.,".n.ssm.vxon:(ast sawn, Iro 7 ee,-,ne C-1 02 RIGHTIN/RIGHT OUT CLIENT: l.. 1 G. DIRECTIONAL MEDIAN SPOT ELEVATIONS SPILL CURB, SEE PLOTTED DATE: Nov/24/2004 - 10:79:50 am SEE DETAIL THIS SHEET DETAIL SHEET C103 FIELD WORK- DATE:10/20/04 DRAWING NAME: SCALE RILL EVE f 0'HALF S�r-Iar DRAWN BY: KDJ SCALE:1""=50'' H:\3900\001\ACAD\SITEPLAN\59EPlAN-091504.d.g CHECKED BY- PROJ #:390D.001 SHEET OF PLA er:daen (SEEDED) CULVERT AS COARSE GRASS NOTED ON PLANS Kenyon Noble Site - Details y W �; W W 1 MAN VARIES FINISH GRADE HAND PLACED MAN W W y CATCH®� 8"—INCH MINUS EX. GRND. AS DIR. BY ENG. 00 0 GEOTEXTILE FABRIC 000 HC SIGN ® EACH HC STALL AMOCO CEF STYLE SEE HC SIGN DETAIL 2002 OR APP'D EQ. AMMO CEILE FABRIC A (ADD "VAN ASSESSIBLE" TO MOF STYLE SWALE BOTTOM THESE SIGNS AS DEPICTED Z' 2002 C OR R APP'D. EQ. ON SITEPLAN) HC SIGN SEE r81 CULVERT OUTLET PROTECTION HC SIGN DETAIL GRASSSS SWALE DETAIL 1/4" BELOW TOP OF NEW FINISHED SURFACE ASPHALT 1?¢" MINUS CRUSHED GRAVEL 4' WIDE YELLOW 6" COB STANDARD PARKING STRIPES CURB do GUTTER m� HEAVY DUTY MONUMENT BOX, SIMILAR TO CARD ENG. NO. 50608-1 SEE NOTE 9 SHEET C101 STREET PAVING/CONCRETE & GRAVEL PfT-RUN GRAVEL AS REQUIRED PARKING LOT SEAL JOINT WITH RAM-NEK 3"ASPHALTIC CONCRETE, GRADE B, COMPACTED TO 97% MARSHALL ON 8" OF 1-1/2" MINUS TYPE A CRUSHED BASE COURSE COMPACTED TO NOTES: a 8" X 3' ROUND CONCRETE SLAB 97% RELATIVE COMPACTION ON 12" OF 6" MINUS PIT-RUN GRAVEL NOT NECESSARY FOR STORM DRAIN COMPACTED TO 97% RELATIVE COMPACTION ON SUBGRADE,TOP 6" L�SLIP HUB TO SCARIFIED AND COMPACTED TO 95% RELATIVE COMPACTION. 1. HANDICAPPED STALL WIDTHS ARE 9' THREADED ADAPTOR FROST (COMPACTION BASED UPON A45HT0 T-99) 2. HANDICAPPED PARKING STRIPES EXPANSION ARE 5' WIDE AND "VAN ASSESSIBLE" SLEEVE THREADED PLUG rl1 PARKING LOT AND PAVEMENT SECTION DETAIL PARKING STRIPES ARE 8' WIDE. HANDICAPPED PARKING DETAILS CLEANOUT PIPE, 6" SDR-35 PVC CUT TOP PORTION OF GRADE TO DRAIN TEE SO ELEVATION EQUALS AROUND MH AS REQ'D ' " 45• STEEL HANICAP MAX WATER ELEVATION 3 - 0 MIN. FOR SEWER1/8 RIM 27.50' ENSURENCLEANOUTPSO VERTICAL) (WHITE SYMBOLS AND ANGLE TO PARKING SIGN I GROUT BETWEEN 18" RCP AND PVC T _ itl LETTERS ❑N BLUE FOR WATERTIGHT SEAL AND SUPPORT. CONTRACTOR MAY USE THE TEE ITSELF 12" BACKGROUND) OR A PIECE OF 15" PVC WITH THE HANDICAPPED TEE GLUED TO IT PARKING ONLY �] MAX WATER ELEVATION 26.50' - i OUTLET PIPE 18" RCP 0 1.167 L.50' INLET PIPE 15" SDR 35 PVC-FLAT SEWER MAIN STORM DRAIN PERMIT 1PVC5TEE REQUIRED T 31.3" $100 FINE 15" CAP WITH SUMP 9" 5.00" DIA. ORIFICE 22.89' END OF LINE CLEANOUT NOTES: IF REQUIRED USE PLUG 1. SEWER MAIN CLEANOUTS TO BE INSTALL DIRECTLY ABOVE SEWER MAIN. STEEL POST SET IN 2. STORM DRAIN CLEANOUTS (END OF LINE) TO BE INSTALLED DIRECTLY ABOVE SEWER MAIN.. CONCRETE BASE 3. STORM DRAIN CLEANOUTS (ROOF DRAINAGE) TO BE INSTALLED APPROX. SEVEN FEET OFFSET FROM 4.00' STORM DRAIN TOWARDS BUILDING. PLEASE REFER TO SITEPLAN AND/OR BUILDING PLANS FOR LOCATIONS OF ROOF DRAIN CLEANOUTS. STORM DRAIN CLEANOUT DETAIL 4.67' ID 2 NORTHWEST DETENTION POND OUTLET STRUCTURE s _1 �E e GRADE TO DRAIN 5` 2a- s�aaEsux.mx ,as s�oast AROUND MH AS REQ'D CUT TOP PORTION OF TEE SO ELEVATION EQUALS RIM 27.00' 4" TOPSOIL .R /+ TOP OF CURB / WALK MAX WATER ELEVATION IP•) 4 aH'ro I•alms OR FINISH GRADE 12" J— . yrm+< 1z^ MAX WATER ELEVATION 26.00' " .. a ..Ad da OUTLET PIPE 18" PVC ® 1.06% 23.70' L.50' INLET PIPE 18" SDR 35 PVC-FLAT CRUSHED GRAVEL HOSE-3"MIN. e......................... .....BASE 8 e°e.ee see' 180808 �-- - PVC TEE SUB-BASE A T COURSE-12"MIN 18" CAP WITH SUMP 9" 30.1" 7.00" DIA. ORIFICE NDTEs: COMPACTED SUBGRADE 6' X 12' CONCRETE BASE — � 1. Subgmde preparation.hall conform to Seatian 02230(M.P.W.SPeoe.,2D03 W.) HANDICAPPED SIGN DETAIL 2. CoMmution joints shall be placed at 10'in—Is and shall haw a minimum depth of -o oa g6 'S' and a minimem width aT�. aro MORRISON Siteplan/Grading plan 4.00' .-9- 3. J"exPonalan joint material shall be placed at all P.C.%P.T.'e,curb realms and at not m � vmt� 4" TO 8" COBBLE than 30D mteama. he expensmn mate al shall extend tnreugh the nn depth or the sum ana ❑❑a MERLE INp. gutter- � " Kenyon Noble OR ROCK W/ GEOTEXTI LE 4. No curb resentou.end gutter shell be placed"Knout a frwl rove inspection by the City Engineer or his m „Ix 9oi rena a E 0. tt ,, hem I o l sal ws y_,pa -10J 4 67' FABRIC, AMOCO CER 5.Canarate shall be Class M-4000. CLIENT: STYLE 2002 OR APP'D EQ. 6. Crushed gne-1 bass shall meet the regairsm"nts of Section 02235(MM SPECS.20D3 ad.) PLOTTED DATE: Nov/24/2004 - 10:20:29 am FIELD WORK• DATE.10/20/04 DRAWING NAME: NORTHEAST DETENTION POND OUTLET STRUCTURE 4 RETENTION POND OVERFLOW DETAIL �CURB AND GUTTER DETAIL DRAWN BY: KOJ SCALE:1"=50' H:\39DD\001\ACAD\SREPIAN\SITEPWN-091504Awg CHECKED BY• PROJ(j:3900.001 SHEET OF P:E.6Y: i COORDINATE W/SITE/CIVIL WAREHOUSE WAREHOUSE RAMP NOT SHOWN•SEE SITE/CIVIL 4 a -4 �. < '°p' n• - ° d e n �C �a-e e 4 '4 a ..Q..I 4 A SCJ d I a. S d d .. e d < ., e. e. . .. .c 4 SEE'SITE/CIVIL GRADINGIPLAN FOR'. .a a •e n P d e•p ' 4 ° ° d ° REQUIRED SLOPJNG.4 a d of < d' a SCJ A c e e 3 Rl SLAB-ON- 2 ° a e d .a a n a e ° d 4 < 12 GRADE.T1P. e p n '.o .. d Q a .. - '4'. i n e .. c J ..O' °4 aa'e4. .a �. .� a. d a. '.Q _4 4d 4 4re �e -•dy �'e d a 3 n 4- 4n° a d < < cSCJ e 4 a s a:e n SEE.517E/CIVVJJL .. a I. e 4 nI 4. 44 c CRAOINf.PLANcFOR a p °a 4e a 4 d c e. COORDINATE W/SITE/CIVIL 'a 4 REQUR SLOPIIJG .' �O 4' e a < 4 A. 1 a.. .. d°a .I° .a4 A. a a d e,4 4. n e .a. a-. o .. p e 4 a'• a :o .. p' a: .4• J .Ie a .< , 4. 4 a. .'." 4e. gyp.. ° 9 e A d ' a• ' a a' v 4 e. 4 a G 4 SFP'N 4 .� .. <-4 - a,a.' < 4.- °a .m d ,4•' .'o A'• 'nd 4 1 g SLAB 4 SLAB CONSTRUCTION SEE SITE/CIVIL FOR ALL MECHANICAL, CONTRACTION ° 4 ° JOINT.(CRJ).TYP. ELECTRICAL,AND UTILITIES,TTP. JOINT.(SCJ),TYP. 4 a a 4 Q4 4 Q 4. d KENYON NOBLE BUILDING :na - o as .e . n n A . a �.4. (<. LOADING DOCK AREA. SEE SITE/CIVIL AND STRUCTURAL FOR c - DESIGN AND DETAILING , d 4- e. n e ' v n '4 a A'- 4 e `. REINFORCED CONCRETE SLAB PLAN ° v 4 4 c 4 d SEE MECH.FOR #5 C7RD.O.IC.SE�WB 'IN-SLAB'HEATING HAND TOOLED/ �� g GROOVED JOINT I I T.O.SL. EDGE TO MATCH } VARIES.SEE CONTRACTION JOINTS + \ s r CO�N�C. 3'-4"LAPPED 0 \ / EVERY-OTHER SLAB \ PROVIDE JOINT VARIES.SrE REINF.BAR SEALANT PER —_ —— SITE aVIL SPECIFICATIONS I-III-III-III—I IIIIIIIII—I CRUSHED BASE __ _ _—_ — AGGREGATE,SEE 'bD \,�'y . 3 — I I—I 1—I—III SPECS FOR '� `a .. '•. . EXISTING REQUIREMENTS 22oo J1 •00 ' NAME �0�� oDU° 5 SEE SLAB DETAIL FOR REINF. 6' 8 SEE SLAB DETAIL FOR SE SUBGRADE PREP. 1.)1.)SEE FND.PLANS FOR JOINT LOCATION d[SPACING REQUIREMENTS 2.)GROOVE SLAB WITHIN 12 HOURS OF INITIAL FLOATING. MORRISON Reinforced Concrete Slab Plan r2�6' SLAB-ON-GRADE �1 SLAB CONSTRUCTION JOINT(CRJ) �41 SLAB CONTRACTION JOINT(SCJ) �! MAIERLE�,Ixc. Kenyon Noble C-104 CLIENT: FIELD WORK- bATE-10/20/04 PLOTTED DATE: Nov/24/2004 - 10:21:02 am DRAWING NAME: SCALE:1"=50'• DRAWN BY: NJM H;\3900\001\ACAD\SDEPUN\SITEPIAN-091304.dwg CHECKED BY•KWK PROD //:3900.001 SHEET OF BORED BY:'eiun 60'PROPOSED - SITE AND PLANTING NOTES: STREET—EMOff PROPERTY I.CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INSTALLATION,EXCAVATION, BOUNDARY OYP-) OR PLANTING OPERATIONS.ANY DAMAGE TO EXISTING UTILITIES ON 51TE OR ADJACENT PROPERTY SHALL BE CONTRACTOR'S RE5PONSIBILITY. 2.LANDSCAI-CARRIGATION CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL LANDSCAPE/IRRIGATION MATERIALS WITH GAS UTILITY PROVIDER AND GENERAL CONTRACTOR. GRASS SwALE 3.CONTRACTOR TO EVALUATE EXISTING SITE CONDITIONS AND REMEDY AS REQUIRED TO MIN 0.5%SLOPE PROVIDE FOR HEALTHY PLANT GROWTH AND MITIGATE UNSIGHTLY CONDITIONS. SEED 4.CONTRACTOR TO COORDINATE ALL CONSTRUCTION ACTIVITIES WITH OTHER TRADES. T T 5.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE PREPARED AND REPLANTED, AS ILLUSTRATED.A DISTURBED AREA SHALL BE WHERE CONSTRUCTION ACTIVITIES INCLUDING + o TRENCHING,DEMOLITION,EARTHWORK,MATERIAL STORAGE,STAGING,AND PARKING OR ANY ..« 1 OTHER FORM OF EXCAVATION,COMPACTION,OR TRAFFIC RESULTS IN THE REMOVAL OR DISPLACEMENT OF EXISTING GROUNDCOVER OR GRADE. 6.LAWN/SOD AREAS SHALL RECEIVE b"OF TOPSOIL AND PLANTER AREAS SHALL RECEIVE 12" ,.W .... �.� .�07 __ OF TOPSOIL.COORDINATE TOPSOIL INSTALLATION WITH OTHER TRADES.CONTRACTOR SHALL l /J MAso°N°R°Y(FENCE `\�, \\ l �• VERIFY CHARACTERISTICS OF TOPSOIL TO BE INSTALLED AND AMEND AS REQUIRED TO BET SEE MCHIMCHTURAL PLANS show REMOVAL - PROPER CHARACTERISTICS AND DEPTH. ..o ` � - l ALL PLANT MATERIAL SHALL BE INSTALLED AS DETAILED. '^ OW RESNA i A� \ °"'"'°'^" «"" - ro \ 5.CONTRACTOR SHALL VERIFY ALL PLANT QUANTITIES.THE ILLUSTRATED LOCATION SHALL DICTATE COUNT. 9.DURING INSTALLATION OF PLANT MATERIAL AND IRRIGATION,CONTRACTOR SHALL KEEP ALL WORK AREAS AND WALKIN6 AND DRIVEWAY SURFACES GLEAN OF DEBRIS.PROTECT ALL PLANT m� \ - AND IRRIGATION MATERIALS FROM DAMGE DUE TO LANDSCAPE OPERATIONS OR ACTIVITIES BY s• O& OTHER CONTRACTORS AND TRADES.MAINTAIN PROTECTION DURING INSTALLATION AND INTERKIRCTURAL PUNS SEE ARCHRECNRAL FENCE ---� MASON E'/ MAINTENANCE PERIODS.TREAT,REPAIR,OR REPLACE ANY DAMAGED PLANTINGS,MATERIALS,OR SEE HRECNRAL WAREHOUSE IRRIGATION EQUIPMENT IMMEDIATELY. \ m T I 10.IN THE EVENT OF ANY DISCREPANCIES,NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. (FUTURE EXPANSION) \�\ _ `� / a 1).NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN CONSENT FROM THE LANDSCAPE Ij ARCHITECT. 12.ALL BEDS,BERMS,AND PARKING LOT ISLANDS TO BE MULCHED WITH GLEAN,IS"TO 2" WASHED RIVER ROCK.SUBMIT SAMPLE OF MULCH MATERIALS TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL,PRIOR TO INSTALLATION. D.EDGING TO BE ALUMINUM EDGING. 14.ALL SHRUB BEDS SHALL HAVE A WEED BARRIER INSTALLED BETWEEN THE SOIL LAYER AND THE MULCH LAYER,WEED BARRIER TO BE"TYPAR 3201"A5 MANUFACTURED BY LINO INDUSTRIAL FABRICS INC.GEOTEXTILE DIVISION.2550 WEST FIFTH NORTH STREET,SUMMERVILLE,SG 2-1455, 1(800)543-ggbb.WEBBITE.WWW.LINQIND.GOM.ALTERNATE PRODUCTS ACCEPTED WITH SUBMITTAL, REVIEW AND APPROVAL OF LANDSCAPE ARCHITECT. WAREHOUSE / rut OFFICE FFE:4730.00 _ 15.COORDINATE WORK THIS SHEET WITH ALL OTHER TRADES. FFE:4730.00 __.`. CONTACT INFORMATION: PROPERTY OWNER: LANDSCAPE ARCHITECT: _ SEE FIRE SERVICE LINE - BERAN LLC GTA LANDWORK5 .D PUN AND PROPL£FOR OW REMOVAL P.O.BOX IIOq 10150 COTTONWOOD ROAD K WATER SERVICE DETAIIS BOZEMAN,MT 5q-ITI BOZEMAN,MT 59'115 PROPOSED \. _ .ram - (406)58-1--1366 (40(5)556-'1100. - WAREHOUSE WING FIRE ``1 I PRE SERVICE SERVICE - 60'PROPOSED. " ' %' \ TW .- APPLICANT, CIVIL ENGINEER: N.14M AVE.EASEMENT - y OUTDOOR i p RICHARD AND WILLIAM OGLE MORRISON MAIERLE,INC. I �, 1 PROPOSED 25 uNITs - - �.-, 25 EAST MENDENHALL q01 TECHNOLOGY BOULEVARD ° REFUSE BINS WATER sEZVICE. WITH BOLUROS,sE j -„V �° °0 - BOZEMAN,MT 5q-115 BOZEMAN,MT 5gT18 I �� MED1iANIGL-PEWS" `. LGND - -_-, � (406)35-1-g366 (406)58-f-0-121 IrvI r'—rom - MECHANICAL F ELECTRR:AL DEGIDUOU5 E / /� _ METER LOGTION ,�' J (\/�-I(/y�[F TREE 4ll WRH BOLLARDa w SNOWDO " { «« « EVERGREEN TREE PARKING LOT LANDSCAPING REQUIRED 4,160 5F PARKING LOT LANDSCAPING PROVIDED=6,2'18 SF STRE I ..« 1E O1V NOBLE \\ \" TRIANGL 0 1V1 VISION TRIANGLE. - <' 7 } NOTES: 1.ALL LANDSCAPED AREAS w« - � EXCEPT AS NOTED, SHALL EIRRATEVV4ANAUTOMATIC, PLANTINGS IRRIGATION FFE:4735.50 (SEE'PLANT SCHEDULES n KEN'�'ON NOBLE. >. " rvm BUILDING — • (FUTURE EXPANSION) •'ia$�w�� \ "/ r� Z jl.! BOULDERS LANDSCAPE POINTS TABULATION, 23 POINTS REQUIRED 25 POINTS PROVIDED SNOWrv•« 1 ALUMINUM ED61NG I8Aa.060.13.I.b: 3 PTS FOR 50%-'i5%PLANT MATERIAL BEING DROUGHT RE515TANT EM I 18.48.060.S2. 5 PTS FOR EVERY 50 FT OF EAST SIDE YARD HAS ONE PLANT GROUP 15.48.060.B2: 5 PTS FOR EVERY 50 FT OF WEST SIDE YARD HAS ONE PLANT GROUP \ 8L 1?I \ 18.48.060.B2: 5 PTS FOR EVERY 50 PT OF SOUTH SIDE YARD HAS ONE PLANT GROUP 15.48.060.G.S, 5 PTS FOR 5 BOULDERS OVER 3 FEET IN DIAMETER n• ^ � a ���• :�� « 65'N.11th AVE EASEMENT v ,3s PROPERTY °` �' — PLIANT SCHEDULE BOUNDARY(typ,) _ QTY. KEY BOTANICAL NAME COMMON NAME 5IZE GOND REMARKS HEIGHT SPREA0 '\ .n SNOW _ - « <—7 ry "'A°�_. _� TREES 33 PT POPULOUS TREMULOI DES QUAKING ASPEN - 2"GAL B IS B VARIED STAND SO'HT m-2a ^ � Be PV PRUNUS VIRGINIANA'GANADA RED' GANAOA RID GNOKEGHERRY 15 GAL CONT MULTI STEM 30'HT 21 MR LTY 0RA5AI-PLr: 15"CAL ..M < ^•- _-""- u« .. - - _ 65 PENNAS V P�AOREGREEN ASH 2'GAL. B d B SINGLE STEM 50'HT 30 35' 33 Nu5 N GRA'FAAN FALL6OLD BLACK ASH 2"GAL. B d 5 SINGLE STEM 50,HT 30-35' .._�.. .__�. FP FRAXI - } 7 25 PP PIGEA PURGERS .. CA PATMORE' -__ ORADO 8'TALLB d B '60'HT 26 PN FIRS-I-RA AVSTRIAN BLACK PINE 8'TALL B d B 30' --+ - EVERGREEN SHRUBS 89 PM PINUS MUGO.PUMILIO DWARF MUGO PINE 5 GAL CONT WELL BRANCHED 3' OAK STREET I60 JH .AINIFERUS HORIZONTALIS IGEE BLUE JUNIPER 5 GAL CONT WELL BRANCHED 10"HT 4' S rc r, 14 IJ5 I.u+IVERus xoAA.ww -.1...ewe WIGHITA BLUE JUNIPER 5 GAL I roNT I WELL BRANCHED I 10-15'HT 4-6' DECIDUOUS SHRUBS ® 3q CB GORNU5 BAILEY[ RED TWIGGED DOGWOOD 5 GAL CONT WELL BRANCHED 8-10'HT 4-6• - II-I 5F SALIX'FLAME' FLAME WILLOW 5&AL CONT WELL BRANCHED 15-20'HT b-a, O 45 SP SALIX PURPURVA'GRACILIS' COMPACT PURPLE WILLOW 5 GAL CONT WELL BRANCHED b'HT 4-68E'OAK sr. - 53 SB sPIRAeA x EUNALDA•ANTNONY ruleteR.• nnTNoxr KATMAM ePIRAEA 5 GAL GONT EASEMENT WELL BRANCHED 3-4'HT 5-4' �- O bl PF rmotnLu rwurlcosi: GOLDFINGER POTENTILLA 5 GAL GONT WELL BRANCHED 3'HT 3-4' ORNAMENTAL GRASSES 0 2s .tl Ion' 30 1 GA I GALAMAGROSTI5 X ACUTIFLORA FEATHER REED GRASS 1 GAL CONT CLUMP 5-6,HT 2'3' 'KARL FORESTER' :l /���: � II �®I ®II SCAM: N°=so' 9-1 HS HELIGTOTRIGHON'SEMPERVIRENS BLUE OAT GRASS I GAL CONT CLUMP 2'HT 2' = NOI��f°t REVISIONS: �,A DRAWN BY: CMM SHEET Il-�� ful�'.-EDNYON NOBLE FINAL PUD PLAN �R�HITE S DATEI�DBY: RR ENGINEERS DATE10-25-04 NYON L 1 O 1 BOZEMAN, MT DOCUMENTS 1 BOB��REA,FALLS CIA KENYON LANDSCAPE PLAN AND\/�/ORK HEL NA L� _CARD PNLE: LAM ROIL P SIP 1 I JN U f•'.it ALLRIGEMRESERVED ° clrnrnoN z BED EDGINb Ab SPECIFIED TREE AS 9PELIFIED_ TREE STAKES Alm nE5 A5 TILL NATIVE BOIL TO 4'PE ,,ADDING 20 I 9 LY OP NITROLIZED �PECIfl®.STAKES L 2 1000 5P A!m AOD bYP.alM AT A RAZE OF PBEn2ATE ROOT BALL CBS-PER IPOO SF Alm IJrORPOfiAR INTO 2"TOP TREE TRUNK LOVER BEDS A9 PER MANLRALIURER9'SPECIFICATONS. 10 TREE GRATE EDGING, MULCH 6 him BARRIER x TWANWUR SPACING �i�qqpp - �'N SLEEVE SET FABRIC AS SPECIFIED.WLL �5/D ODJ-6A�L ANIZW - MULCH AIYAY FROM TRUNK FMIBH GRADE CONCRETE BAND 3lUOI 3.�. AS SPECIFIED r WSH GRADe + t Non=s: I � RDOr n-nnou zF�` BEAR THE SAME RFLATONTO FIN5H GRADE A9 ORIGINALLY MATERIAL A9 THE HIhiSHiY. I I I L -1 I- SPECiflm. REFER TO DE DETAIIIL TREE BACKFILL A5 5PELIFlED. - A1m5TN �� NSNS TURF PLAiIRR APPLICATION APR LATON EYOAVAR HOLE AS - LAG BOLT � SPECIFIED. CONCRETE TREE GRATES<FfL.ME5 TD L STAKINb Alm TR@ WRAPPINb 19 NOT MANDATORY. ___ .-_ E!i lSFl BY NOPEVHC THE CONRiACTOR• L REPLACE ANY UN9TAKED OR X.PLANT SPALINb.REFER TO PUltr NEENAH FOUiDRY LO., LNhRAPPm TREE WITIGUT QUESTION IP DIRECT®TO DO SD LEbEND POR 9PALIN6 REGLIF✓EMEN19_ 1.PROVIDE 9HOP DRAWIN69 FOR BIKE RACK TO LAIm9GAPE ARCHITECT FOft APPRbJAL DC\7-55BA0'H.WnW NFLO.LOM ME THRUSH LOMPLCTION OP WAWiV l PPRIOD. �l.�L q�L MAT�R�gLS gryp CONNEC IONS.PROVIDE CLEAN CO T'FLTION TO FIN 5H GRADE. MODEL R-D,OD.STANDA RD, 2.ALL TREE TO 8E PLANTED i0 BEAR THE SAt�ff RELAnON Y•SPPClu6 BETWL�N ROWS.Bb%OF X. ].SEE IU1IDf�C.APE PLAN FOR LOLATONT INSTALL A9 PER MANUP. ro FI WSN GRADE A5 ORIGM/.LLY 6ROYN IN TIE NIRSERY. O•PUNr LOCATION RECOMP£IDATIONS. {.SEE 9PEGFICATIONS FOR FERTILIZER RE(d11REMENS. .PRP/IDEA 3'b'PADIUS AROUND TREE IN TIRP AREAS. (S1DECID0005 TREE PLANTING 4 GROUND COVER PLANTING (�T)BIKE RACK DETAIL L102 NOT TO SCALE - LI03 NOT TO SCALE NOT TO 9LALE ROOT LOLUR OR bRAFT LRION 3' ABOVE FINSH GRADE. 4" F 1-VS WASHED RIVBt ROCK TREE GRATE Pi/IRON WLL11 BELOW GRATE.PULL AWP.Y ANGLE FRAF£CAST M CAIILRER,gee DETAIL PROM TREE TFWiK. PLACE.A5 SPECIFIED. - RAINBIRD RWS-BS(21 PER TREE. NEED BARRIER FABRIC - 1' ��� TO RADOIATE OUT TE BAND N9TALL TO PIAI.VF.SPECS AS SPELIFI®.SEE EDbINb, PERPENDICULAR ro ROAD A5 SPECIFIED. MULCH,AND FABRIC DETNL - FNISH GRADE CREATE SAUCER BACKFILL WITH FOR INSTALUTION. AROIIIVD SMLIB LAST-IN-PLACE CONG.BANG NAIVE 901E IBOGIN AS SPECI CONCRETE BAND, I LNSTALL ACCORDING- M1LLH AND WB3l Yt/ANGLE IRON FRAME FOR 9b•DEEP SECTION OP SEE DETAIL 6iL103 TO MFGR'5 SPECIFICATON5 BAR IB2 FA&RIC VERIFY D MENSIONS TION; 42'>bALV.COWUbATED MULCH AS 5PECIFED. AS SPECIFIED. MRAL PIPE.16 6ALSE BACK ON FULL 1MLLH AWAY (31•4 REBAR CONTNKAl5 CULVERT SECTION SHALL TOP 13 OF TREE BALL FROM STEM FINSH EE SET TO GRADE PfUOR AID RB40VE WIRE BASKET. 1 _* AS SPECIFIED- bRADE METAL TREE GRATE Ab i0 ALL CONCRETE �! -• •, REMOVE ROOT SPELIFI®;INSTALL PER FLATIYDRK. PERM-iEitR TREE v®.L L�I- __ - J - _�= L TMeRAia s IIIM�F.�REMTAJIL a of BALKFILL - we IRRIGArIOn LITERAL - ) L KF� A5 5P[GIFIm. G•DEPIN,M N, B!a•MINUS - '>�n/ 11•- PIPING FOR SLEEVE. T�i L„C,SpI;+{il cW1511eD GRAVEL BAse LL ROOT BARRIER I--� i W® HL FABRIC E%LAVATB HOLE POR ACCESS. III AS SPECIFIF1 ED.LN 6• A5 AT.S NS 5PELIFIED. COHVACTED�BliRADE 2L-� D'STAPLES TO ANCHOR D•MII NATIVE DA 901E LI 'EPM FILL WITH I�1WA515 EO III- Y®BARRI6i TR AN61riAR GRAVEL AT THE SIDE OF 'f'-1 - NG 9'OC AND I OC. - THE MOAD.N PFR TREE LINEAR SPACINb AT,lOINS. I.ALL SHRUBS ro BE PLNTRp T BEAR TK SAME RELATON NOR: LOORDIHATE SLORINb BINS WITH CONCRETE BAND ro CREATE TO FINISH GRADE A5 ORI 6ROFN IN THE NkLSBLY. - U1lIFORI.I,L71N19 ALONG 51DFlY.nLK AS 9110YP1 ON THE P.AN DECIDUOUS TREE NV 3.SEE SPECIFlLATIONS FOR-ICI FERTILIZER RCWIREMB/TS. �1TREE GRATE DETAIL B EDGING,MULCH, B FABRIC (2)SHRUB PLANTING , GONGRETE BAND FOR TREE GRATE LI02 NOT ro SCALE LID2 - NOT ro SCALE u02 NOT TO SCALE NOr ro SHALL TREE.SHRUB.AND ORNAMENTAL GRASS NOTES: I.ALL PLANT MATERIAL SHALL CONFORM TO THE CURRENT AMERIGAN NURSERY AND LANDSCAPE IRRIGATION NOTES: �TMI �D G®I--OR�® C✓ONGR�_TE ASSOCIATION STANDARD FOR NURSERY STOCK. I.IRRIGATION SYSTEM DESIGN SHOULD BE BASED UPON AVAILBABILITY OF 35 P51 AT THE POINT 2.ALL PLANT MATERIAL SHALL BE INSTALLED USING COMMON SENSE AND GOOD PLANTING OF CONNECTION. PRAGTIGES. 2•COOR121 AT€BEAD LOCATIONS WITH PLANTING PLAN TO ENSURE PROPER COVERAGE. 3.ALL PLANT MATERIAL SHALL RECEIVE AN ADEQUATE AMOUNT OF WATER TO MEET WATERING 3.PROVIDE ALL COMPONENTS REQUIRED TO COMPLETELY WINTERIZE THE IRRIGATION SYSTEM, REQUIREMENTS SUPPLIED BY AN AUTOMATIC IRRIGATION SYSTEM.ALL PLANTS SHALL BE WHETHER OR NOT SPECIFIED HEREIN. WATERED MANUALLY IF THE AUTOMATIC IRRIGATION SYSTEM 15 NOT FUNCTIONING DURING 4.INSTALL CONTROL WIRES FROM ELECTRIC VALVES TO CONTROLLER INSTALLATION/C0145TRUCTION. 5.COORDINATE CONTROLLER INSTALLATION WITH ELECTRICAL CONTRACTOR. 4.CONTRACTOR SHALL MAINTAIN TREES AND SHRUBS FOLLOWING SUBSTANTIAL COMPLETION 6.COORDINATE SLEEVE INSTALLATION WITH LANDSCAPE PLAN AND WITH GENERAL CONTRACTOR. FOR THREE MONTHS BY PRUNING,CULTIVATING,WATERING,WEEDING,FERTILIZING,RESTORING SLEEVES SHALL BE OF ADEQUATE DIAMETER TO SERVICE IRRIGATION LINE SIZES.ALL PARKING PLANTING SAUCERS,TIGHTENING AND REPAIRING STAKES AND GUY SUPPORTS,AND III TO LOT ISLANDS AND OTHER ISOLATED BEDS OR PLANTING AREAS SHALL HAVE SLEEVES PROPER GRADES OR VERTICAL POSITION,AS REQUIRED TO ESTABLISH HEALTHY PLANTINGS. INSTALLED IN ORDER TO ACCESS WITH IRRIGATION PIPE. 5-CONTRACTOR 514ALL ENSURE THAT PLANT MATERIAL 15 FREE FROM INSECTS AND DISEASE AT T.REPAIR OR REPLACE ANY EXISTING IRRIGATION SYSTEM EQUIPMENT DAMAGED BY TIME OF INSTALLATION AND THREE MONTHS FOLLOWING. CONTRACTORS OPERATIONS AS DIRECTED BY OWNER BACK TO ORIGINAL CONDITION. b.IF W5501L CONDITIONS SHOW EVIDENCE OF UNEXPECTED WA TER SEEPAGE OR RETENTION: H.DRIP ZONE FLOW 15 DETERMINED BY PLANT TYPE.SYSTEM SHOULD BE BASED ON 2.0 GPH (E3. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY AND MITIGATE AS REQUIRED. EMITTERS FOR TREES AND SHRUBS.FLOW MAY INCREASE IF ADDITIONAL EMITTERS ARE B�N �-{ ) REQUIRED FOR PROPER COVERAGE.PROVIDE ADDITIONAL DRIP LINE AND EMITTERS.ADJUST - BLUEGRASS LAWN/WILDFLOWER SOD NOTE5: VALVE AND PIPE S1ZE TO ALLOW FOR PROPER FLOW. I.ALL BLUEGRASS LAWN AREAS TO BE SODDED USING,CUT 500 THAT 15 DELIVERED DAY OF 9.CONTRACTOR 15 RESPONSIBLE FOR ENSURING THAT ADEQUATE MOISTURE NEEDED BY PLANT 3S INSTALLATION AND IS WATERED IMMEDIATELY FOLLOWING INSTALLATION. MATERIAL 15 PROVIDED AT PEAK DEMAND. a 2.NEWLY PLANTED BLUEGRASS SOD SHALL BE WATERED SEVERAL TIMES DAILY,AS SPECIFIED 10.DRIP LINE TO BE INSTALLED AS PER MANUFAGNRER'5RECOMMEND B ATION5. L G BY THE SUPPLIER,ADJUSTED TO LOCAL CONDITIONS MEN NECESSARY,TO PREVENT DRYING OF COORDINATE DRIP EMITTERS WITH PLANTING PLAN. SOD - 11.INSTALL ALL PUMPS,CONTROLLERS AND ACCESSORIES PER MANUFACTURER'S SPECIFICATIONS. 3.SATISFACTORY SODDED LAWN SHOULD BY ESTABLISHED BY THE END OF THE MAINTENANCE12.IRRIGATION CONTRACTOR.SHALL LABEL CONTROLLER BOXES INDICATING ALL A551GNMENT PERIOD OF THREE MONTHS.A HEALTHY,UNIFORM,CLOSE STAND OF GRA55 HAS BEEN OF ZONES WITHIN THE AREA SERVICED BY CONTROLLER BOX. ESTABLISHED,FREE OF WEEDS AND SURFACE IRREGULARITIES,WITH COVERAGE EXCEEDING 95% 13.IRRIGATION CONTRACTOR SHALL TEST THE SYSTEM TO ENSURE THAT ADEQUATE COVERAGE --- OVER ANY 10 SF AND BARE SPOTS NOT EXCEEDING 2"X 2". OF ALL PLANTING AREAS 15 ACHIEVED,PRIOR TO COMPLETING JOB. �._ 4.WEATHER LIMITATIONS:PROCEED WITH PLANTING ONLY WHEN EXISTING AND FORECASTED / WEATHER CONDITIONS PERMIT. - 5.BEGIN MAINTENANCE IMMEDIATE WN LY AFTER EACH AREA 15 PLANTING AND CONTINUE UNTIL ACCEPTABLE LA 15 ESTABLISHED. - 6.MOW LAWN AS SOON AS TOP GROWTH 19 TALL ENOUGH TO OUT AND THE HEAVY WATERING PERIOD 15 OVER.SOD SHOULD BE AFFIXED TO 501L BELOW.FREPEAT MOWING TO MAINTAIN SPECIFIED HEIGHT WITHOUT CUTTING MORE THAN 40%OF 6RA55-LEAF GROWTH IN INITIAL OR - ----- _ SUBSEQUENT MOWINGB,DO NOT DELAY MOWING UNTIL GRASS BLADES BEND OVER AND BECOME MATTED.DO NOT MOW WHEN GRASS 15 WET.SCHEDULE INITIAL AND SUBSEQUENT MOWINGS TO MR /4� MAINTAIN THE HEIGHT OF 2"TO 2 1/2". l T.LAWN POST-FERTILIZATION:APPLY APPROPRIATE FERTILIZER AFTER INITIAL MOWING AND WHEN GRASS 15 DRY.FOLLOW STRICTLY THE DIRECTIONS ON THE MANUFACTURER'S PACKAGING. 5.ALL WILDFLOWER 500 AREAS T DI SODDED USING GUT S THAT IS DELIVERED DAY OF W i INSTALLATION AND IS WATERED IMMEDIATELY EDIATELY FOLLOWING INSTALLATION. LLATION. Q.NEWLY PLANTED WILDFLOWER SOD SHALL BE WATERED SEVERAL TIMES DAILY,AS SPECIFIED FLAZA DETAIL BY THE SUPPLIER;ADJUSTED TO LOCAL CONDITIONS WHEN NECESSARY,TO PREVENT DRYING OF SOD. 10.WILDFLOWER 500 MAY BE FERTILIZED EIGHT WEEKS AFTER INSTALLATION,OR PER SUPPLIER'S INSTRUCTIONS,WITH A BALANCED FERTILIZER SUCH AS 20-20-20. - I IL ._ I-oil II.WILDFLOWER SOD SHOULD BE TRIMMED BACK TO 4-6"IN THE FALL.CUTTINGS MAY BE LEFT IN PLACE OVER WINTER TO SERVE AS MULCH.LIGHTLY RAKE 5012 AREAS IN THE SPRING,TO REMOVE DEBRIS AND CLIPPINGS. - 'NO "'0"", Fs ANT � ?` S ION REVISIONS: C COPYRIGHT 2004 K-ENYON NOBLE FINAL PUD PLAN CIA DRAW___ CMM S�EET ARCHITECTS HECKM BY: RS ENGINEERS DATE: 10.?J-N FCTA-1 L 102 BOZEMAN, MT DOCUMENTS D �TF� CrA# KENYON LANDSCAPE DETAILS seBLCAFm.JACK40N CARD FR.p• L102 ALLRIGIM RESERVED DIR: LKENYON q 2 j - 2 2 A302 i A-101 A302 A401 � b � - � A401 - 4102 . +-----------_-----__-------_------_ ---------------- -- ————————————-- -------_-----_-_--_ -—— ____------___-4-\ _____ ________________ _____ _ ____ ___ ____ ___ __________ r _ ________ __ i _ ___ _____ __ _ ___ ___ _____ _ ____ _F.F. '_ _ I EN OPEN 'OPEN I I 100'-0" I I OFFICE F.E. -------MECH----------�-- I CONFERENCE RKSTATION:WORKSTATIOITIWORKSTAT[o I� - N *11 120 _________________100 101 T�' ___________ ___________________ ___ I I I - - _ ___ _____ E15C/ -1i5- E116OIEN TOR t-- t---------- o ------- ------------ F a ---------- -----' ° rDATA D up CONTRACTOR' �1�'-0" IR SALESX °CURB I F,E; I II _ I� SERVICE F.F. 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I I 8 I �6 i A0 I AS SV STONE VENEER I E9 TM ROUGH-SAWN ARCHITECTURAL GRADE GLU-LAM I LB ROUGH SAWN HORIZONTAL LAP BIDING kPpu ROGH-SAWN WOOD TRIMEFINISHED METAL ROOFINGPREFINISHED METAL 61DING BBCONCRETE ASEXPOSED STEEL -PAINTED 24 0 PRECAST CONIGRETE CAP - ��(( 1--2--I, 12 3 BB TR BB SIGN BY ' i 12 SV .•II!� I uE. - AS 'i I �2oz 9cALE!/,• r.m, -----i i i LS L9 i iC / WOOD FENCE 'RETAIL DI,IILDINCT 32' , WEST ELEVATION 5 EQUAL SPACES Ix6 CEDAR 9G A202 SCAL2,3/32"=V-0- 11 FENCE _ 0 NOT USED S A202 SCALE:Iy,"=I'-0' A PREFINISHED METAL CAP ICE 4WgTER ASPHALT 3 FENCE DETAIL I'-0" - - OUTLOOKS -SEE SHIELD SHINGLES WOOD FENCE CAP STRUCT A702 SCALED" - BLOCKING-SE PLYWD.SHEATHING BCALE.I%"=I'-0" - 2x STRUCT STRUCT -SEE STRUCT SUB FASCIA PREP IN.METAL FLASHING 4 DRIPEDGE ASPHALT SHINGLES i _ ICE 4WATER RIDGE SUPPORT- - SHIELD � �• � SEE 9i•'ZUGT ire"PLYWD. - % •'� .S _ ,_ SHEATING CONTINUE ROOFING. TREATED 2x12 ICE 4 WATER SHIELD, -TREATED T6 124 AND MESH SCREEN GLULAM BEAM - BJ b"IN. SEE STRUCT b" 8EE PLAN , -err STRUCTO. FRAMING PREFIN.METAL LAP INFIL.BARRIER I III FLASHING - - OVER FLASHING BOARD 4 BATTEN BUG SCREEN - I - p� `I I PREFIN.METAL STEP FLASHING IN I.. SHINGLES I II IN i KNEE BRACE i HIGH TEMP ICE t -SEE STRUCT I -y I WATER SHIELD I I i� W I i BEHIND METAL L --- q I Q PLYWD.SHEATHING - --- 3 I> a I 4 -SEE STRUCT 5 P—IDCzE VENT I A2m2 9CALE.Iy2"=I'-0" I SEE WALL ..� - TYPES I ' VENT THRU BLOCKING .� -SEE STRUCT ' BEAM -BEE VENT SCREEN FROM - I STRUCT .I a5 MESH GALVANIZED ASPHALT SHINGLES ARDWARE CLOTH ICE 4 WATER SHIELD -SEE PLAN FOR EXTENTS I \ PLYWD.SHEATHING -SEE STRUCT BRACE - PREFIN-METAL -WHERE OCCURS i FLASHING -SEE ELEVATIONS INSULATION BAFFLE -MAINTAIN I - I 2"AIRSPACE - d'SPRAY i? - FOAM I t AT CORNER Ir It I I-. 2.6 SUB FASCIASEE - TYPES WALL 2.12 SUB FASCIA I). I> EXPOSED RAFTERS- ' ' SEE STRUCT FOR SIZE- STAIN "til; �BRAGE FRONT ,I TYPICAL RAKE 6 TYPICAL PAVE , ROOF TO WALL �� SLOPED RODE TO WALL B A1mz SCALE:Iy,".r-0 A2©2 SCALE:ly2*V-0' A202 SCALEay 42©2 SCALE: COPYRIGHT 2004 REVISIONS.. CTA DRAWN BY' ECR SHEET KEN 1 1 r NOBLE OBLE CONSTRUCTION ARCHITECTS DATED si' ffi` ♦ REATIL BUILDING ENGINEERS DATE: iaso as e�:.N.� uo�U AND SATELLITE BOZEMAN, MT GREAT RESERVED �A# EENYDN DOCUMENTS N NA �I'0N DADD rME: EEONA2os �(1f� BUILDING EXTERIOR A202 SVOI(ANBOZF1.1.1N KSON •IyWO Y L' ALL RIGHTS RESERVED DIIt: I:xEN7roN ELEVATIONS 12 12 PRRFIN.METAL FLASHING ASPHALT SHINGLES 2'-0+ TYPICAL'RETAIL BUILDING try 30 LB.FELT FTrRS-SEE STRUCT E D C LIGHT FIXTURE ROUGHLY B A SHINGLES ROOF -SEE A301 I 9�e°PLYLJD.SHEATHINGS ROOFARETAIL BUILDING MS CENTERED OVER OPENING- 9 Q dS Q COORDINATE LAYOUT Q Q 30 LB.FELT PREFIhL TiE7AL A203 -12 ITH SIDING RIBs,TYp. FLASHING d — -- --- /�---- i 6 � I I e°PL7WD.SHEATHING � ��~ DRIPEDGE�� _______ d203 I I RAFTERS -SEE STRUCT EUILDING WALL t I `' 3 12 PREFIFL METAL I I I BLOCKING SEE STRUCT FOR FLASHING -SEE STRUCT ATTACHMENT s f' PREFIN.METAL �e CEDAR MS A203 FLASHING < .- PLYWD.SOFFIT— SEE VAPOR BARRIE -�- / DRIPEDGE _ - PLAN I..� fie"GYP.BD. WAREHOUSE 1"IECH. Y° �' �R WAREHOUSE i IECH, UTLOOKS -SEE --' - ---- I - I %'OYP.CEILING RAKE sTQUCT EE PLAN SEE WALL TYPES S RACKS BY L---- i OWNER F Q � Q Q { FUTURE EXPANSION { ill OPENING OPENING OPENING a { RAKRB BY 12 m 12 DRIVE THROUGH DRIVE THROUGH DRIVE THROUGH OPENING 3 3 _ DRIVE THROUGH _ F� Y-PP -I; LIGHT FIXTURE ROUGHLY I CENTERED OVER OPENING 1 5 cow BOLLARD -SEE CON MS CON ' ' 63 3 IC-IRHRS DINCz INATE R®�TYP. 7/A104 TTP. CON 12 Ae� GON I WAREHOUSE BUILDINCx MATERIAL LEGEND WEST ELEVATION As i i AS SB6 MODIFIED LAMINATED B ASPHALT SHINGLE6 A2m3 BGALE:3/32"=1'-0"BOARD 4 BB STAINED WOOD BOdRBdTTEN -SEE 6/A202 SY STONE VENEER I _--- TM ROUGH-SAWN ARCHITECTURAL GRADE GLU{AM LS ROUGH SAWN HORIZONTAL LAP SIDING-SEE 6/4202 TR'X ROUGH-SAWN CEDAR TRIM "X"DENOTES NOMINAL HEIGHT-SEE 6/A202 MR PREFINISHED METAL ROOFING , {�i - I1� MS PREFINISHED METAL BIDING C CON CONCRETE RACKS BY ---ri 7l, i 1{� `FUTURE EXPANSION- E9 EXPOSED STEEL-PANTED OWNER�! 'i DRIVE THROUGH DRIVE THROUGH 1` DRIVE THROUGH DRIVE THROUGH I i{ \ 6C PRECAST CONCRETE CAP WAREHOUSE BUILDINGS l_` --- OPENING OPENING `fl OPENING OPENING I� OWNER S B7 J i 2 EAST ELEVATION ;{ II--- I L "I'l 77 ;I{ 42m3 SCALE:3/32"+,'-0" CON GOU CON BOLLARD -BEE CON CON 2 MB AS 3 4 MS AS 1j 6 MS AS 8 MS AS O Im T/AI04 TYP. Y ASPHALT SHINGLES SEE PLAN LT T CK -SEE STRUCT A203 /_ METAL y 12 IZ FLASHING I I I AS / I�� FL48HING dCRIPEDGE I 11F i I I 4203 I I i I \ ii m PREFIN.METAL j i i I I I I \�, Y GUTTER I 20 GA PREFINISHED I I I I JOIST BEYOND METAL SOFFIT METAL FASCIA W/ CLOSURE 1 e" STIFFENER RIBS ITS 9 AIR INFIL. I 1 1 I 1 I 1 I 1 1 1 I I I I I I I I I I I I I 1 I I I I I I I I I I I I 1 I I A203 , OR BEAM d COLUMN I� BARRIER EXTENSIONJOIST SEE 6TRUC7 C I 1 1 1 { I I I I I 11 I 1 3 A2m3 I' STRUCT 3yz"METAL STUDS AT 16" 1 , 1 - O.C.AT BEAM -4 METAL { I I I I I I I{ i I I { 1 I I { ) STUDS AT JOISTS MET ' SOFFIT _ 1 I I I- I Ii TO MATCH SIDING II , 111 II , 111 11 , I11 II 1 III II , III I III 11 , III I , ,11 11 1 IIII II, I It II 1 I I 111 111 II, I II II, IIII I, 111 11, 1 11 :II 1 111 111 t 1 II j II III II 1 ___.W— lyf--- 1 lye.___ 1 — I I 1 _ _ „_I , 1 Y____ I ' y _ �___�}_ yH_ ___ .{}___ _ �._-- — _ ___ _ 1_y____y_ 1_Y_—_ y_ 1—Y---_y_ BOLLARD -SEE s AT em DROP BEAMS Ms VA104 TIP. USE lye"METAL sTuos. WAREHOUSE BUILDINGS RACKS B7 CON RACKS BY GDN 5 TYPICAL EAVE NORTH ELEVATION OWNER OWNER ouTF, R Azm3 SCALE. -V 3 - -SEE =CT A2m3 SCALE3/32"+I'-P/ PREFRd METAL %'LPL/VWD.GHFATHINS ASPHALT SHINGLES FLASHING d DRIPEDGE M TAL DECK -SEE CT —_-30 LB.FELT E(I(o E/Y'\j ►/Y4,I\J `/YJs\/ l/Y6�\J MS All MS AS MB AS I 1 I I I I I 1 I = i i I As I I I I i i I 1 I i i I I I I I i I I i i I I I I I 703 I S"METAL STUDS BEAM -SEE I I I I I I I AT,2 O.C. STRUCT i I I I 112 12 I I AS METAL SOFFIT TO I I I I Ms i 12�— 12 I I ( MATCH SIDING i ns I I A203 I I I TM I I SIDING closuRE STAINED GLULAM WALL I C A203 E M9 BRACE 1"EMBERS -WHERE OCCURS -BEE ELEVdTIONs _ 12 I I I I { { I I I 1 II I I I 1 { I i 11 FOR LOCATIONS -SEE 87RUCT MB A203 I I{ I I i I I ,{ i 1 1 ,{ i ,I 1 1{i I i I I I i { { { { { { { { i i I I I I I I I I I I 20 GA PREFINIBHED 3 I I I_ I _ I I I I I 1 I METAL FASCIA WITH I STIFFENER RBs I 1 1 I I I I I I I I I I i I t 11 1 1 1 I I 1 I I i I I 11 I 1 I I I I I I I I I I t 1 1 i I I I i i � i t I I I OPEN - - '� I I I I I u l I n u u l 1 n l a n l I I y u l n u l I I u l CON III II u I nl n 1 II III n yll II II � II u I LI a II � u I I II y II I -- -- - - - - ---I---- _ ___ BOLLARD -SEE WARE H 'USE BUILDINGS j SOUTH ELEVATION--------------------�---- -------------------�------ -----coN-------r----- ----------- - ----r--------- - r------------------------r------------------{ ,/d,04 TYP. TYPICAL RAKE RACKS BY RAMP -SEE RACKIS By A203 6CdLE:3/32'a I'-0' OWNER 5/AI04 OWNER A203 SCALEY"=I'-0" REVISIONS: COPVRI�2004 DRAWN BY: TSB SHEET KENYON NOBLE CONSTRUCTION ARCHITECTS CHECKED BY: � � WAREHOUSE ENGINEERS DATE: 10-2 oa BUILDING BOZEMAN MT : Ml, u DOCUMENTS CTA" W"`°N EXTERIOR A203 N CARD FII.E: �'DNA2y8 �CW(]UCCU ALL WGFiTS RESERVED DIR: L»oN ELEVATIONS I I - s 10 % �_�xl - t -= -\ - f j-.-'�._�1`� - - _ �f � p SHEET WORK NOTES -- --- �! I (TMP') 11. PAD MOUNTED TRANSFORMER. COORDINATE PAD REQUIREMENTS WITH NWE. !I •I _ - \\ _ ! 1 I ; ! 2. NEMA 3R CT ENCLOSURE, SEE 3/E101. 3. UTILITY METER 4. PROVIDE (1) 1-1/2 TELE/DATA/SECURITY CONDUIT AND (1) I \\\ 1-1/2" SPARE CONDUIT. STUB UP AT TELE BOARD IN ROOM 115. 5. FEEDER CONDUIT TO PANEL"MOP". SEE ONE LINE DIAGRAM 10 ! 3/E1pL ! ` - I� �(TYP.) IS t f- i'---'-iiLLL- 6. PRIMARY POWER BY NWE.7. PROVIDE 13"X24"J-BOX FLUSH IN GRADE. QUAZITE OR EQUAL. _ I i - - - i-K• �! (TYP.) - Il / COORDINATE EXACT LOCATION WITH LANDSCAPE. GATE BOOTH ! 8. PULL BOX FOR VOICE/DATA/SECURITY CABLE. SEE SHEET E402. I Y^ I I I Y 5 7 9 q r I >'7 ! 9. MONUMENT SIGN. __... 'I _ - II I� 3/4"C, 3#12 . . . I - PANEL 'Y" - 114 { 1#12 GND " I. I I 10.SITE LIGHTING POLE/FIXTURE PROVIDED BY NWE. PROVIDE CONCRETE POLE BASE PERWAREHOUSE _ I r ' -` --z&==-1>;�,��i i I-i+,2 CONDUCTORS ARE PROVIDEDDBYAINWE�E303. ALL CONDUIT AND U I�,�I N O II 11.STUB UP AT TELEPHONE BOARD IN ROOM 115. SEE SHEET_E401. 1 - a ©5 h \\ I I I 12.PROViDE 4" CONDUIT IN CONFORMANCE WITH TELE COMPANY ` YARD OFFICE REQUIREMENTS. TERMINATE CONDUIT PROPERTY LINEAS DIRECTED BY TELE COMPANY. COORDINATE WITH TELE COMPANY I I SEE 1/E103 Y-3 f�1-1/4 PRIOR TO INSTALLATION. � I I 18 I b�``� \ ! 18 { 13.PROVIDE 2" CONDUIT IN CONFORMANCE WITH CAN COMPANY REQUIREMENTS. TERMINATE CONDUIT AT PROPERTY LINE AS DIRECTED BY CAN COMPANY. COORDINATE WITH CAN COMPANY -..0 PRIOR TO INSTALLATION. PANEL "W" 77 14.IRRIGATION TIME CLOCK. PROVIDE 120V CIRCUIT. COORDINATE i �' I ! \ \` .! LOCATION WITH LANDSCAPE CONTRACTOR. IW I \=- ---- - __ .MOUNT RECEPTACLE TO 4 X4 CEDAR POST 18 ABOVE GRADE. I 7 G r \ \ -- II !� I I 15 ! 16.PROPANE FILL STATION. PROVIDE 120V CIRCUIT. COORDINATE ! EXACT REQUIREMENTS WITH PROPANE ES PURR. PROVIDE SEAL ' I \ r'1#8 GND _ _„ V"� f -__"-- ---- _-___-_�y�// `( \\\ ! -��. FITTINGS AND HAZARDOUS RATED DEVICES PER NEC. I ( -- ----- - I I ( \� r� - -=-1 --- ��t(� \\ 17.PROVIDE 120V CIRCUIT FOR GATE OPERATOR, PROVIDE ALL.WIRING FOR A COMPLETE SYSTEM INCLUDING CONTROL WIRING AND INDUCTIVE LOOP WIRING. COORDINATE EXACT REQUIREMENTS WITH NM - '� ` GATE SUPPLIER AND OWNER.. i 27 1 t 5 F-29,31, 3 "I = _- _ 2 =- -_- - 19 18.SEEONE-UNE DIAGRAM 3/E1p1 FOR FEEDER TO PANEL. 1 1"C 3# �V/ -_ ------ _ I\ _ 1.#8 GN I S 1y __ _ \j \�--- t ' ' ! I I ! 11 19.MOUNT RECEPTACLE Tp FENCE. I -3 -- r r \ I\\ � I " GND, i I 20.PROVIDE 1"C TO TELE/DATA OUTLET IN MOBILE BOOTH. ® 1 i / E \� - I # I I I 21.MOBILE GATE BOTHS ARE PROVIDED BY OWNER. PROVIDE CONNECTION TO PANELBOARD/LOAD CENTER PROVIDED WITH BOOTH. ALSO PROVIDE CONNECTION TO VOICE/DATA OUTLET. III FUTURE RETAIL EIAIL I / I � � \ - - i I � I� 22.ROUTE CIRCUIT THROUGH LIGHTING CONTROL PANEL LCP2". S EX Pr"'\I"V J I O I V B U i LD I N G j' \ \\ _ I 23.ROUTE CIRCUIT THROUGH LIGHTING CONTROL PANEL "LCPI 24.DO NOT ROUTE ANY CONDUIT THROUGH FUTURE EXPANSION AREA 25.IRRIGATION WELL. VERIFY EXACT LOCATION WITH CIVIL SITE PLAN. PROVIDE COMBINATION MOTOR STARTER/DISCONNECT. 26.PROVIDE 3/4"C AND CONTROL WIRING TO IRRIGATION TIME CLOCK. 4t (TYP-) 10 i ' t Liz 4 ! - a E1-15,17.19 �_ 2 I l�` / / 1#8 GND - I SITE ELECTRICAL PLAN E103 5r ALE.I":40'-0" ' / NORTH ' -. REF. / i t i , REVISIONS: CCA DRAV?NBY: SRO SIIRFIT E P.U.D. PRELIMINARY �R� BY- - AM ENGINEERS nATe: Iazs-0a ® ELECTRICAL PLAN 9,JNGS.MSSO A eorss.c lMla,Axu;Pp CfAd IOTONF11n SITE PLAN E 102 SPOHBo ucic�nn CADD I'll.E: 1L&P7YON , x BOZEMAN, MT AUlUG RMRVED D� I:RENYON S0'PROPOSED SITE AND IN PLANTG NOTES: - I I . I.CONTRACTOR VERIFY LOCATION OF ALL UTILITIES PRIOR TO INSTALLATION,EXCAVATION, STREET EASEMENT PROPERTY I — RouxoARr 0m.) � I I OR PLANTING OPERATIONS.ANY DAMAGE TO EXISTING UTILITIES ON SITE OR ADJACENT PROPERTY SHALL BE CONTRACTOR'S RESPONSIBILITY. 2.LANDSCAPE/IRRIGATION CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL j •64--,-- — _--_• _—^ —^ tANDSGAPE/IRRIGATION MATERIALS WITH GAS UTILITY PROVIDER AND GENERAL CONTRACTOR. _— _ ��'• ^ ,-- — "' I. 3.CONTRACTOR TO EVALUATE EXISTING 517E CONDITIONS AND REMEDY AS REQUIRED TO 1 GRASS S.MX _ I PROVIDE FOR HEALTHY PLAT GROWTH AND MITIGATE UNSIGHTLY CONDITIONS. sEEo . •— ^ ry 4.CONTRACTOR TO COORDINATE ALL CONSTRUCTION ACTIVITIES WITH OTHER TRADES. «ro` °•.,, + ° �9r A5 ILLUSTTRATEDI A.ALL AREAS DISTU BY CONSTRUCTION ACTIVITIES SHALL BE PREPARED AND REPLANTED, DISTURBED AREA SHALL BE HERE CONSTRUCTION ACMVIIT ES INCLUDING . j•.m `° �� ° o a, I TRENCHING,DEMOLITION,EARTHWORK,MATERIAL STORAGE,STAGING,AND PARKING OR ANY OTHER FORM OF EXCAVATION,COMPACTION,OR TRAFFIC RESULTS IN THE REMOVAL OR OF TOPSOIL.COORDINATE TOPSOIL INSTALLATION A IONNIINSTALLED TRAVE .CONTRACTOR ETO GET D15PLAC-EMENT OF EXISTING 6ROUNDGOVER OR GRADE. AMrNO I „m am LAWW D AREAS ALL RECEIVE 6"OF TOPSOIL AND PLANER AREAS SHALL RECEIVE 12" I 6 SHALL e'WOOD.& TY \ 7 ,y I I I VERIFY HARA ERMTIG5 TOPSOIL MASONRY FENCE PROPER x ry SEE ARCHITECHTURAL PLANS rNaw REMOVAL ,. - I 1 CHARACTERISTICS.ALL PLANT MATERIAL U T AL SHALL BE INSTALLED AS DETAILED. - . 8.CONTRACTOR SHALL VERIFY ALL PLANT QUANTITIES.THE ILLUSTRATED LOCATION SHALL . DICTATE COUNT. 9.DURING INSTALLATION OF PLANT MATERIAL AND IRRIGATION,CONTRACTOR SHALL KEEP ALL ' ro N WORK AREAS AND WALKING AND DRIVEWAY SURFACES GLEAN OF DEBRIS.PROTECT ALL PLANT AND IRRIGATION MATERIALS FROM DAM6E DUE TO LANDSCAPE OPERATIONS OR ACTIVITIES BY + ° .OTHER CONTRACTORS AND TRADES.MAINTAIN PROTECTION DURING INSTALLATION AND INTERIOR CE A % MASON D+E MAINTENANCE PERIODS.TREAT,REPAIR,OR REPLACE ANY DAMAGED PLANTINGS,MATERIALS,OR I, ry SEE A HRECTURN_ ;,,SEE ARCH RA_ I IRRI6ATION EQUIPMENT IMMEDIATELY. WAREHOUSE m JO 0.IN THE EVENT OP ANY DISCREPANCIES,NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. t ro I (FUTURE HXPANSIOT>) ,t t• w gRHdl.1JU'� ^ I I I.NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN CONSENT FROM THE LANDSCAPE ,,(�" i fp,5ff,73TJ•FY!' I ARCHITECT. 12.ALL ry fh �S�PpP'FP I WASHED RIDVER ROCK SUBMIT SAS,BERMS,AND IMPLE OFNG LOT SMIILG SMATERTO BE IALS TO MULCHEDLANDSGAPE ARCHITECT FOR r ry f f REVIEW AND APPROVAL,PRIOR TO INSTALLATION. 1S.EDGING TO BE ALUMINUM EDGING. I, I 1 LS Gp1 USA. 14.ALL SHRUB BEDS SHALL HAVE A WEED BARRIER INSTALLED BETWEEN THE SOIL LAYER AND THE MULCH LAYER.WEED BARRIER TO BE"TYPAR 3201"AS MANUFACTURED BY LING INDUSTRIAL I ABRI05 INC.GEOTEXTILE DIVISION.2550 WEST FIFTH NORTH STREET,SUMMERVILLE,5C 211465, N I CI (POO)543-9Q66:WE851TE:WWW.LINQIND.GOM.ALTERNATE PRODUCTS ACCEPTED WITH SUBMITTAL, IRE-EA raR omcE AND APPROVAL LANDSCAPE ARCHITECT, WAREHOUSE I 15 COORDINATE WORK THISIS SHEET WITH ALL OTHER TRADES. R FFE:4730.DO gill FFH:4730.00 k I ^ A I •� I 8S �' ° ..roury � I� I SEE FIRE SERVICE LINE D PUN AND PROFILE FOR _ 1 WATER SERVICE DUALS )°' " OW REMD,.A` I LEGEND PROPOSED A ry WAREHOUSE LOING FIRE i I I FIRE SERVICE SERVICE = T 5�/rryLT W pH•µ/TL�C7 G/1055(.}/�"�G// d w a OUTDOOR I �- cs AN�� c nAJG/IErG` wncxs ro /� / ' •.� ..:..- DECIDUOUS TREE . PROPOSW.... CONDENSER UNIIs -«�,,,. iiy-,,r•t". TR/O/ G•• ° WATER SERVICE WITH eOLIARDS SEE �°'" _ _ ✓•�"'- REPOSE elNs� - M lug-PPa+a '"0°� ,vcA679 ��L�6 Fi/LTG TN/L R•( CE is EVERGREEN TREE M � /a Gn-t-t /foR.+.s6 sTauc.�u�d '` :.. � I I DD�r'OO Co n MECHANICAL ELECTRICAL__— •xro Lpmm' I /94 METER LOCATION °� T / WITH BOLUROS � fGt� neVl3dd L�v✓175�'�� Oti1 (A./L``5%L`/L9 UX 13L,�G• STREET VISION TRIANGLE ) TRIANGLE • . l �+. + ✓rT, SHRUB PLANTINGS N OlV NOBLE S � I Wig _ (SEE'PLANT SCHEDULE) K . I o Pc'!) d ; t� S BUILDING — -- _ SE a I BOULDERS - .... FFF:4735.50 � wro �KENYON NOBI.BI } BUILDING y'� •Iq S ALUMINUM EDGING (FUTURE EXPANSION I t .. ,. NOW -�iLl1^�9 I F I I 65'N.TILH AVE PLANT 5GHEDULE •,_ •• H1N ASVS�y � '•N I I EASEMENT QTY. KEY BOTANICAL NAME COMMON NAME SIZE GOND REMARKS MATUflE MATURE HEIGHT SPREAD + I ,. wrv. I TREES 7 „ , w MATC ` - ,ArfP � -20 A VARIED 5T N T 15 _ � I 33 PT POPULOUS TREMULOIDES QUAKING ASPEN 2 G L B 8 B ED A D 50 H l I ro 38 PV PRUNU5 VIR6INIANA'GANADA RED' GANADA RED GNOKEGHERRY IS GAL CONT MULTI-STEM 90'HT I6a9' _r7 -. I I ® 21 MR MALUS'ROYALTY' ROYALTY CRABAPPLE I 8 B E IHT leas' Nm EMDVM A y FP FRAXINUS PENNSYLVANIGA'PATMORE' PATMORE GREEN ASH 2"GAL ISIN d B SGLE STEM 50'HT 30-35' — I OO s3 FN RAXINUS NIGRA'FALL6O O' PALL60LD BLACK ASH 2"GAL B d B SINGLE STEM 50'HT 30-55' 25 PP PIGEA PUN6E COLORADO SPRUCE TA B 8 B 30' ! I N5 8' LL 60'HT 26 PN PINUS WGRA ..AMMAN BLACK PINE 'T '� B d'B � "" - "'Tso,P 50, EVERGREEN SHRUBS °- — = v,•, — ,_ •^-ry ,ry SET 89 PM PINU5 MUGO FUMILIO - DWARF MU60 PINE 5 GAL GONT WELL BRANCHED 3'HT 5' —«'—�°,p,'�� - ;'J�O' 1H JUNIPERUS HORIZONTALIS IGEE BLUE JUNIPER 5 GAL GONT WELL BRANCHED 10"HT 4' i exw Fxw xw �, p I 14 JS .ILWIPERu55coPULORuw wlcwrA aLue• WIGHITA U NIPER 5 GAL WELL BRANCHED 10-15'HT 4-6' 13L - PHxr w t°e�5'Y I DECIDUOUS SHRUBS , 1,�'h PAly O1"� STREET "•^•^"`^ I I ® GORNU5 BAILEYI RED TWI66ED DOGWOOD 5 GAL CONT WELL BRANCHED 8-10'HT 4-6' 77 GI,: ',� I ® 122 5F SALIX'FLAME' FLAME WILLOW 5 GAL GONT WELL BRANCHED 15-20'HT 6-8' '.'.' j O - 45 SF SALIX PURPUR'_A 16FZACIL151 "COMPACT PURPLE WILLOW 5 GAL GONT WELL BRANCHED 6'HT 4-6' - _ L a 53 SB 5P RAEA X INAALOA'ANTNONT WATERER' ANIHONV WATERER SPIRAEA 5 GAL CONT WELL BRANCHED 3-4'HT 3-4' 61 PF roTENTIUA PauncosA'soLDPINteR' bOLDFINGER PDENTILLA 5 GAL GONT WELL BRANCHED 3'HT 3-4' �1 3-' cc - P ORNAMENTAL bRA55E5 rj I_a REVIEWED APPROVED 60'OAK ST. I so 8O CA CALAMA6ROSTIS X ACUTIFLORA FEATHER REED GRA55 I GAL CONT CLUMP 5-6'HT 2'-3' EASEMENT - O'�these plans'and/or elevations EPT D' P,ANNING I 'KARL FORESTER' 9 you AND OMt tvJY fEV P EfIT/ 39 H5 HELIGTOTRIGHON SEMPERVIRENS BLUE OAT GRASS I GAL CONT CLUMP 2'HT 2' without prior written approval l/Y`n from the Planning Office 11 _ 1 11 pATEscnLE: r'=5o' NORTH -- �r,.- CONSITILRUC TIONJ E: 1 - 50 O r _. i ° NOBLE CONSTRUCTION DRAA�NBY. CMM STET ENYON aE NGCHI ERRS DATE, L101 CEU ENGINEERS HATE m^zs-od ! BOZEMANDOCUMENTS TIMENA ALISPLLS ClA# RENYON LANDSCAPE PLAN AND�,yOR , MTBOU HeCENA fI ALISERV L101 ROUP SPOKANe•JACKS ON CADDFEE: 1[tlf lklll if rf �I: ALLRIGHTSRESERVED DIR T:L(ENS oN c a 1 f' Sfteplan/Grad*ngPlan BRASS SWA . / I1r SEE SHEET C 101A / I I FOR DETAILS j �_-_.____\\ _'^\\ \�`. _ RCP ^. for SLOPE-0.75x / 6'R P -I PROwDE CULVERT OUREf _-1-_"^-- 1r . 1 \ /BOUNDARY ) MR DETAILS I ILEN PROTECTION PER DETAIL OW PROPOSED �_ _ ON SHEET F103 SDTEET EASEMENT \ \ PROPERtt Bw`�-10 A IS LOP 1.1 30'STORM GRAIN INLET .-_- /�---_ \ (tW SEE SHEET DETALS PRO E C LVERT OUTLET CURB FLOW LINE EL-4727.89' -"'--- "-�. PR 0 E� aL,e'RCP INV.IN.4723.45' ON EET - S C1e'RCP ER OB#02720-1 ' Kenyon PFR COB/02720-, /. _ 38' DRAIN I�NL? Noble . i `�' CURB FLO LINE 2527' 1V RCP / 15-SOR-35 19' P I .IN-4721.04 / IENGM=33T lENC1H-13' CR0.55 SWAlE ,W P I .OLR=4721 04' - FL_ LINE DRAIN INLET MIN 0.5I1 SLDPE �' T ET. / PER OB 02720-1 CURB FLOW LINE EL-4727.88' - PER COB 02720 1 / 1e-RCP V.ow-47m.50' +B• CP A PORTION OF TRACT 3A OF COS 1215 LOCATED IN SECTION 1, T2S, R5E, P.M.M. ,e'RCP INV.OUT-4723.]0' \ - PER COB/02720-1 `- -__-- E"E-11x CITY OF BOZEM GALLATINCOUNTY, MONT 10 NZONED:B-2sLoPE- `^ A ANA / O L-5400 AND ,,SIDE SLOPES \ SWING GATE FOR GRASS SWNE• `SNOW RE B' oN F•. .,MIN°.Sx SIAPE' 1.0' (BY OWNER MASONRY FENCE \ oo� SNOW REMOVAL lENG717=109'SEE ARCHIIECHTURAL PLANS SEE DETAIL SHEET C703 , 979 1 ^arp --____",SEE DETAIL SXE C. SWING rA mR� pE7ENOON POND/2 + Q SNOW REM PL' WL-9225 CF / SLOPE-108x L� ' O . ow REMOVAL OUTDOOR \\ (TT1 owN ) �:,510E SLOPES o C>s U / STORAGE \ \ \ eoT EL a7245rc /s wooD: i MPvc 1, T�> Z!� q, Q EF >A{O{PEN /DEPTH: ,.e' ETI-Fur i1 1 - - 7n O SPACE ...Ur;ER ` IMERIWt iMASONRY FENCE �) \" C \ / SEE ARTISTE P S NG e'SEWER STUB Q GAME( '' �`�, SEE IIECTUPAL 5 _ 1e'SDR-35 ! y ROTecr \ / (BY owNER) WAREHOUSE \ ( PROVIDE cuLVEtr o -- - ARM \ PROTECTION PER DETAIL / - \ INSTALL FOUR(4)BOLLARDS ,� (FUTURE EXPAINSIOl� \�JI \M I on sxEL�F,o3 O - - , qT i \ CO ERS oFµD \ A/\,` ..I PLANT A /f S AC s�cE LEAN AND, i i 1 , I• --�--,77 U •\ ) 11 rr 12mv:5 A5 SHOWN WH�SROPfS & ''. \� '\ 1 PRO.LL OR OEfAILS iAen I /A• `' SEI�/Y j' r I n k ! 769AT*,_.. •,� iF'°� � -i N I �s8 tz•R, w -�\ \\� �\ � dP / / ,e'YND A ! - iK •� �I Q- Q' +�-, INV I BY°IVNER)Bd07X5 �� ` \\,..: m Y / SET&iCK / �E a C . INV O -7 650 '�. \ \ / I •j 1 _ ' / • � '� .r�- Cry O LQ- / � ��my7.g s '\.,\ % ! GRASS WALE T i �+r->' )PROVIDE CUL ! ,>S, / A \ \ ,� �\ Y E I MIN 1.0x SLOPE - ON,SH 03 - - \.j -� I / VICINITY 'i! FFE:a3o. slf DEraL sH -fos- �'� .1.•_, •4 PROTECTION L, �-�'� � i- b a X WH TE sralPING(1WP.) WAREHOUSE, \\ aRs_°ur_--_�: - NO SCALE � SEE NaIE 9 7FtlS SHFET \ RE C- E 9 T /� WI H APER - GRAPHIC SCALE Q (�O�W'NER)�•) FFE:\0.00 THIS 5SHEET % / \ \ FIRE SERVICE -/ I LINE CONTINUED \ \\ GAS( ) 50 25 50 100 200ON MECHANKIL / (BY OWNER m SEE FIRE SERVICE LINE / SIIIPING(lyp. , PLAN AND PROFILE FOR-- '�_ WIIH�BOLlARDS(typ S. WATER SERVICE DETAILS4� •�• �.� / NO'N�9 ( IN FEET GATE Y „A• I PROPOSED 30 - 1 inch- 50 tt FINAL ( SEE THIS SH WARa,0U9E LDING FlRE -� COWNER \ I s .1. FORE SERVCE SEmIICE \ � 4asr %Y''1' OD h ' .. •: T ,,4 PROPOSED LAND USE: ININGFWAL `.. \ MU IN293° A •l Is. 1460'PROPOSEDth AVE.EASEMENT )- .OJS X '`' CUTDCC� S4'�" 7 5 O RI P OF CONC. k� ANO INLET VFR - °PAN �,.,md. . x� 3 STORM LSx _ '�t Coe m72o-, P COMMERCIAL RETAIL WATER SLTMCE :OONDENSER UNITS - 0.]5 x SINUCNRAL\ \ei• I wrTH eouams SEE INv. +„ ( REVIEWED&APPROVED SITE DATA (includes future expansions: PT OF PLANNING �- - - t - "".. �"'•��'� \• \ 47z AREA GROSS = 17.70 AC'OR 770.945 SF 5.71 o 6. AND CD1)MU ITY DEVENG E " / BOUNDARY Etm) �'ra \,MECHANICAL a ELECTRICAL AREA WITHIN ROW = 624,236 SF BOIxlaPR PROPERTY /- ... �c R:t ' MLTEft LOCATION _\ ,T � REINFORCED CONCRETE �\ WIM BO11M05 POW , \ 8I (];fiECTOFI� LOAOIN OOcxs' + WITH RADIANT"EAT - W •f RETAIL BUILDING COVERAGE = 88,950 SF L AND1 SEE DETAIL SHEET C104 UTCNA LINES CONIINUEO - / - B-2 ZONE I y , - - _ / SEE SUCiII PLANS 4+ �P ME°CXANICAL 91EE15 ON MECHWICAL PLWS OR UYp) 4 0 • r--. .-• .....� 1 _.. W 91 _. / /OP "� ' j I WAREHOUSE BUILDING COVERAGE - 41,250 SF RIM.47 [Q _ T, YELLow Luc( e PLANT NURSERY COVERAGE = 21,606 SF ASP CEO SG uE KE O NOBLE --- �\ sE SfORA4E �� SEE NOLE,9 sr x SLDP XT KEN NOBLE \„ �\ c�°"" i' /I .+, 11 • OUTDOOR STORAGE COVERAGE = 125,636 SF SEED aL VIA. I1V.G'�'- \ '�' '"1W\ ,'` e_2 ZONE , ; NSION) BUILDING `� \ T'' Q� I PARKING COVERAGE = 113,936 SF a A NOW 7 B'PODF 0 N CLFANDUT A' .•� -� SIO /DRAT ENO ' i SEE MCCXRE TO COLUMNS FFE:4735.50"� -_\` - ( r� OPEN SPACE = 187,982 SF AND ;' RI•4732.9 �• ( HEET am' h°wn e�rop< ',-,-� \ ,\\LANDSCAPE SCORING AND DON 5 OF TEE ~ ( y�, {I• - PROVIDED PARKING - 7 DISABLED STALLS SEE OEfN LS IM 4730.� / \,\ BEND OL,V S R-aF TEE _ 208 STANDARD STALLS two furthM CLonoulsL SEE 1AN05CME PLAN FOR _ INSf ORNNAO �, INSTALL pN N ONLY \AROUND BUILDING INJa472\6 0[� , - Z �� �aL NOTES 15 TOTAL STALLS 1 C R ,'/02529-0. % °CT 2 A To cum' R FTITu N NDICMP D I"sT''LL B'soR-3s 1EE'� + -1. Construction work onthis project shall be completed in accordance with Montana Public Works Standard B A 45 TAN TO m. Pou:473335 \� I .. LEN PARanc srAus' INv.:4aze.07 •l3 / _ � Specifications, Fifth Edition, March 2003, and with City of Bozeman Modifications, Fifth Edition, March 2004. 901SOR-ss1` a 2. The Contractor shall restore all roadway surfaces to equal or better condition than existed prior to =1r -0Sx `gy 'Cr •, \ �,Iexc ovation,as determined by Owner and the Engineer. r. °• n T. 3.-The location, depth and size of the existing utilities shown on these plans is approximate. The Controctar tlNhWA i T� i'PD2 WB 13 - '�, CURB CUT KE' K P -- _ VI.\ - e' \ 9•y.OR` -NI OPE shall verify the existence, location, depth and size of the utilities prior to construction. The Contractor $hall 2.0'WIDE LANDSCAPE PLAN / _ Y P a:.1 e• ,®., "�\ - be soles responsible for an damage to the existing facilities due to failure to locate or f.25 z ! b , � CE i Y P Y 9 9 properly provide 'i 1.25 x Lzs x =PLAZA.SEE 1.25 x 1 a / j _ protection when location is known. WNDSGAPE PLAN'a• 1.25 x- / \ •''� 55'Nr tits AVE 4. Asphalt, concrete curb and sidewalk shall be saw cut or neat cut by method approved by the Engineer. z ec 44'- / EASEMENT 5. Side slopes off of drive and parking areas shall be 3:1 max unless otherwise directed by the Engineer. - 1C 'aT / 6. Top Back Curb Radii to be 4' unless otherwise noted on the plans. I OPEN s G 14• 'L I, A 4M SIDEWALK M PHTIHEA4 7• Contractor to install City of Bozeman standard pedestrian romps at all sidewalk/curb interfaces. Slope is PACE �• SEE LANDS E PUN _ -_ not-.to exceed 1" per 1'-0". DECO RAThE ( cRasWALK( CART sTORACE "'�' - _ /' I 8. Grade elevations dictated xx.xx on plans are +4700' to City of Bozeman datum. N0T OWN III _ (W OWNER)) '1 '\ Y STOW MH ,-i 9. Pavement markings within site shall be 4" white and/or yellow painted markings as dictated on the siteplon Sxo 4„i 1. (NEE .and in accordance with Section 02581 of MPWSS, Fifth Edition, March 2003. OVAL ) - \ OR APPROVED EQUAL /� - in stalled shall b h d 10.Bollors sae nstaled - - w/-TYPE C GRATE) r per COB Standard Drawing $02660-8. HIM.4141.12 / 11 Fencin shall have minimum openings bottom of 12"x4" eve 10' for surface drainage. '! e'WIDE PAVED zsz i 9 (bottom) every 9 PEDEsmIAN PATM s'wDE sDLwAuc \ 12.Sidewalk shall be constructed of 4" of M-4000 concrete with a minimum of 3" of washed rock laced on Er (tWw) „ i j'' P compacted native material or compacted imported material meeting the requirements of Section 02230 (M.P.W. Specs., 2003 ed.) 1 d associated with 14th d OP Street t bsubmitted - infras drainage plans assocla a wl an Tee ore o e I I � 3.Rood,twater, sewer and 'na a lawith o be submitted with infrastructure improvements. 14 Fire service and sewers plan and profiles are 15.See sheet L 101 for exterior sign locations. r - ` -----' - --- '16.Decorative crosswalk shall be 6" M-4000 concrete reinforced with #4 bars on a 2' x 2' grid placed at 3" deep See landscape plan for scoring and color. I / YM15 BIDEWNx RDM IN/PoGM dR _-.. _ -- -- _ POt COB/0252p-11 ORIEf.TONP1 NEDPN INSTALL 4'MANHOLE 11 3V-1 DRAIN INLEC �JORRISONsAlnavrtsSEE DETAIL SHEET C102 EXTEND allST.19"RCP TO MANHOLE OAK STREET __ Siteplan/Grading Plan I ' AIERLE,Ixc. Kenyon Noble ll PLUGGED AT BOTH ENDSIJ�r ts,.1 EXPOSE Ex6f.1B'RCP @ --- .. ' Po M A^#•t�-Osivt mmpwy _' DISCHARGE 7D R0/•DIS' DITCH. I nQ.N1 TMmoW B.Y Baa-n.MT.bm1•t>w-(w0 sm-ont rm:PoN 5P ttm C-101 �• (EXTEND PIPE IF NECESSARY):-' _ IJ L'' JAN 2 5 2005 1 CLIENT: . -_... PLOTTED DATE: Jon/24/2005 - 08:10:46 am 80'OAK sr. A EP, - _ FIELD WORK• DATE:01/21/05 DRAWING NAME: -� - H:3900 001 ACAD SITEPLAN anEP1AN.dwg TasEMENr _- _ ,., DRAWN BY: KDJ SCALE:1'-50' ' CHECKED BY• PROJ 3900:001 \ \ \ \ \ #: SHEET OF PLOTTLD Brix'"�"e.." © o Kenyon Noble Site - Details w, ,z / M m SEE STRUCTURAL SHEETS FOR DIMENSIONS & DETAILS wa•� w so '•?�1F' 7�ryyh ,t''�S hh�'1� - �•� � rygy6 � ssog sws.� f �1 WAREHOUSE RAMP DETAIL LOADING DOCK DETAIL SCALE RILL Ste:r-S HALF Ste:r-a SCALE RILL SIM r-M HALF SM r-40' 2g 0PP 26.00 N M m 28.00 N�n 291� zeo0 WAREHOUSE RAMP p0 9pA'I 0.9 ylN�v� // ry/ ryaq ; 92� !"1\�(� SEE DETAIL THIS SHEET z f 0 F 39 oa AND STRUCTURAL PLANS ^� 303Og �� eyy,,•3�e`1'ry w 3s.� 3 s4 hyo°° 3�� 302g � •h°�,ery:.��,� •yo°ea0 oya 'gam .. -,v�`>> � I �''g6 , INSTALL THREE (3) FLEXIBLE k °p 130•eg +` ° DELINEATORS AS SHOWN AND IN NOTES: ACCORDANCE WITH MDT DETAILED 1. AREA WITHIN DIRECTIONAL MEDIAN DRAWING #619-40 o�_ sws 3.Bo ,�, &e "h y SHALL BE EARTH FILL 3"-6" ROUND w�P Jg BTM 34n' •b' sJ-so yy°o ,,.`�s 30.7 0 .�� o e y`� �� "' ^��• $� yh RIVER ROCK ON TOP. '� $ .� •!.�. �$-� a 3t 9 p0 NOT M M„+ n� eb .33gg •52•• a,9J� 2. DIRECTIONAL MEDIAN SHALL BE LOADING DOCK .5h, '10 •Qs w hywww yR M FORM IN PLACE CURB AND GUTTER. ENTER SEE DETAIL THIS SHEET g 97 hN A; N•$ aov. - Ab AND STRUCTURAL PLANS sa37 4' "' `g '� h"'h 3 3. DRIVEWAY APRON SHALL SLOPE AT 32.9 p3 a 9% 1 2" PER F00 ) _T TO THE APRON 2° ".51 3133Aom 82 FLOWLINE -- LAYDOWN CURB IN •00 `tT iL FRONT OF ENTRANCE •9g 'T+• 3 g 35.10 34.50 DIRECTIONAL MEDIAN DETAIL .� SCALE FULL SM T•21Y HALF SEE T"W ��➢g � w a 3j � 33.Z `� �.•'rn� •y.��hy'�,h^ M"% ,yp,b3 4 SI' LAYDOWN CURB IN h h. 33.2 3°i o 4 + yhcP FRONT OF ENTRANCE 03 bhry5° 3z• ¢1 ay 2"ASPHALTIC CONCRETE, GRADE B, COMPACTED TO 97% ' 0 „�• h' ,�.Og �hS>y� ,, MARSHALL ON 4"MINIMUM 1-1/2" MINUS TYPE A 3's 3 ry CRUSHED BASE COURSE COMPACTED TO 97%RELATIVE •3g w,,. 3 � yry 32. oB 34.23 34• y�p1• h a 3s�g �g4 hhy 3 h ,,,� �„ ro$w N y a COMPACTION ON STRIPPED SUBGRADE, TOP 6"SCARIFIED ,oN 33•83 33• g6 h a' "'"'> 'fr O 4.1 3A• J J�Y•>">N -o w N N >� PLACE SPOIL AGAINST AND COMPACTED TO 95% RELATIVE COMPACTION. 9 JJJ 2 ? i h n• N 'w'N'•> `r'+VS'3•gg g Hs2�O yy.3g J�gg /33•72 �33.60 32� •1 3 `'spy' � - "� 'a�� 'r h.�N PAVEMENT,TYPICAL (COMPACTION BASED UPON AASHTO T-99) •' . 8 33.04 337 w'�� 3A16 .@ 3555 `19 > ss `TTgOg ry�www 1 4'PER FOOT•SLOPE TO DRAIN n ,� n a 35.6 2.64 5 v.'3 N N 'o$ N j 6° 3A•2 43 A. 3A 9g »+ar�e�� "> 33.40 2j ry q66 `itN •''• '` •• SUBG SUBGRAOE n.. 'g 3469 'g9 `(S`?d•• Jy, '� 3• 32.� 334� 32. `�a'�ti'g 3/4"ROAD MIX ...GRAUE ry 35.30 38 3 pg 11a 35} Y 3 R9 +; `pg PREVENTIVE FABRIC..I OR EQUAL 35 B ryy 34 33.43 } M. 3A•,yy A �wi pa 36.A s PAVED TRAIL TYPICAL SECTION y� y ,� •.Y� f ►M .82 --- LEGEND: -___ ---- -- -- MORRISON ----- TBC ELEV/ASPHALT ELEV. M����7��i�+,R �1 ,,,� Siteplan/Grading Plan h TOP/BOTTOM ELEV. 1MYll�1� LIZI�P�INC• 10 Kenyon Noble ADD 4700.00' FOR C.O.B. DATUM ro uiA m+.warm da.m..�,a ur,sm• "(wel:exam r."( i eu-nn C-l O2 RIGHTIN/RIGHT OUT 'CLIENT: DIRECTIONAL MEDIAN � SPOT ELEVATIONS � SPILL CURB, SEE PLOTTED DATE: Nov/24/2004 - 10:19:50 am SCALEFUlS -r-W HALF r-W SEE DETAIL THIS SHEET FIELD WORK: DATE:10/20/04 DETAIL SHEET C103 DRAWN BY: KDJ SCALE:1"=50' DRAWING NAME: H:\3800\001\ACAD\BREPIAN\SREPIAN-091604.dwg CHECKED BY:-- PROJ JP,3900.001 SHEET OF nLonrn ar.a:" (SEEDED) CULVERT AS Kenyon Noble Site Details COARSE GRASS W NOTED ON PLANS -. W w w MAN VARIES FINISH GRADE HAND PLACED CATCH® �SS INCH MINUS EX. GRND. A S DIR. BY ENG. 00 GEOTEXTILE FABRIC w§s ACH HC STALL AMOCO CEF STYLE HC SIGN ® E SEE SIGN SIGN DETAIL GEOTEXTILE FABRIC 2002 OR APP'D EQ. AMOCO CEF STYLE (ADD 'VAN ASSESSIBLE" TO 2' 2002 OR APP'D. EQ. SWALE BOTTOM THESE SIGNS AS DEPICTED �� ON SITEPLAN) HC SIGN SEE I 8 1 CULVERT OV I LET PROTECTION _�HC SIGN DETAIL GRASS SWALE DETAIL 1/4" BELOW TOP OF NEW FINISHED SURFACE SPHAL 1 t61 MINUS CRUSHED GRAVEL 4' WIDE YELLOW 6" COB STANDARD HEAVY DUTY MONUMENT BOX, SIMILAR TO CARD ENG. N0. 50806-1 PARKING STRIPES CURB & GUTTER SEE NOTE 9 SHEET C101 — STREET PAVING/CONCRETE & GRAVEL PR—RUN GRAVEL AS REQUIRED PARKING LOT r� SEAL JOINT WITH RAM—NEK 3"ASPHALTIC CONCRETE, GRADE B. COMPACTED TO 97X MARSHALL ON Be OF 1-1/2" MINUS TYPE A CRUSHED BASE COURSE COMPACTED TO NOTES d 8" X 3' ROUND CONCRETE SLAB 97% RELATIVE COMPACTION ON 12" OF 6" MINUS PIT—RUN GRAVEL NOT NECESSARY FOR STORM DRAIN COMPACTED TO 97% RELATIVE COMPACTION ON SUBGRADE,TOP 6" R 1. HANDICAPPED STALL WIDTHS ARE 9' SLIP HUB TO SCARIFIED AND COMPACTED TO 95X RELATIVE COMPACTION. THREADED ADAPTOR (COMPACTION BASED UPON AASHTO T-99) FRO2. HANDICAPPED PARKING STRIPES EXPANSION ARE 5' WIDE AND 'VAN ASSESSIBLE" SLEEVE THREADED PLUG PARKING LOT AND PAVEMENT SECTION DETAIL PARKING STRIPES ARE S' WIDE. V-6' Law--i T_ HANDICAPPED PARKING DETAILS CLEANOUT PIPE, 6" SDR-35 PVC CUT TOP PORTION OF GRADE TO DRAIN TEE SO ELEVATION EQUALS AROUND MH AS REWD 45' STEEL HANICAP MAX WATER ELEVATION 3' — 0" MIN. FOR SEWER 1/8 BEND (OR APPROPRIATE ANGLE TO PARKING SIGN RIM 27.50' ENSURE CLEANOUT IS VERTICAL) (WHITE SYMBOLS AND GROUT BETWEEN 18" RCP AND 15" PVC �' iv LETTERS ❑N BLUE FOR WATERTIGHT SEAL AND SUPPORT. CONTRACTOR MAY USE THE TEE ITSELF 12" BACKGROUND) OR A PIECE OF 15" PVC WITH THE TEE GLUED TO IT HANDICAPPED PARKING ONLY MAX WATER ELEVATION 26.50' OUTLET PIPE 18" RCP 0 1.16% 4 25.50' INLET PIPE 15" SDR 35 PVC—FLAT SEWER'MAIN/ STORM DRAIN 15xt5x1B PERMIT PVCTEE REQUIRED .o T 31 3" $100 FINE 15" CAP WITH SUMP 9" 5.00' DIA. ORIFICE 22.89' END OF LINE NOTES: IF REQUIRED USESE PLUG 1. SEWER MAIN CLEANOUTS TO BE INSTALL DIRECTLY ABOVE SEWER MAIN. STEEL POST SET IN 2. STORM DRAIN CLEANOUTS (END OF LINE) TO BE INSTALLED DIRECTLY ABOVE SEWER MAIN.. CONCRETE BASE 3. STORM DRAIN CLEANOUTS (ROOF DRAINAGE)TO BE INSTALLED APPROX. SEVEN FEET OFFSET FROM 4.00' STORM DRAIN TOWARDS BUILDING. PLEASE REFER TO SITEPLAN AND/OR BUILDING PLANS FOR LOCATIONS OF ROOF DRAIN CLEANOUTS. K_6�STORM DRAIN CLEANOUT DETAIL 4.67' 0 K-27),NORTHWEST DETENTION POND OUTLET STRUCTURE a sn:smnur me nsx m anu as GRADE TO DRAIN 6, 24" AROUND MH AS REQ'D CUT TOP PORTION OF TEE SO ELEVATION EQUALS RIM 27.00' 4. TOPSOIL 3 /I- spar. TOP OF CURB / WALK MAX WATER ELEVATION L(Ttt'•) a{� u. o"Batawc OR FINISH GRADE 12" p, MAX WATER ELEVATION 26.00' I d3 G° OUTLET PIPE 18" PVC ® 1.O6X 24.50' INLET PIPE 18" SDR 35 PVC—FLAT CRUSHED GRAVEL BASE—3"MIN. 18x16x16 ec CRUSHED GRAVEL�BlSE ooe°o°O eo°a°° PVC TEE SUB—BASE COURSE-12'MIN '€ 18" CAP WITH SUMP 9" 30.1" 7.00" DIA. ORIFICE 21.99' I /1, NOTES: COMPACTED SUBGRADE 6' X 12' CONCRETE BASE I 1. Sabgmde pmpsmtian shall coefonn to Seeron 02230(M.P.W.Specs.,2003 ad.) 10 HANDICAPPED SIGN DETAIL IQ 5' 2. Contraction jolt,shall be placed at 10•intervals and shall have a minlmum depth of _ III a g((b�oo g�°6 - I 1"and a minlmam wldth of,"' AMORRISON Siteplan/Grading Plan 4.DD Xune}' 0 Int font material,hall a placed at all P.Cs.P.Ta,curb l depth and t at more MAIERLE,Ixe. 4" TO Be" COBBLE than 300 Inle rnl,. The axponafon malertal shall extend through the full depth of the cu b and Kenyon Noble OR ROCK W/ GEOTEXTILE 4. No cam end gamer shall be placed wIthmA,final farm map«tmn by the City Englne,r ar his m "e"""° °' °"""a 4.67' FABRIC, AMOCO CER rapraaentatim. ,CLIENT: T,a.d,m e,A°®'"`"`.sonl.`r°"`twN"' r�c'°h"'rr,° C-103 5. Concrete shall be Ctaea M-4000. CLIENT: Ttr STYLE 2002 OR APP'D EQ. 6. Cm,h,d gmv,l base shall meet the rea,imments of S,cti,n 02235(Maw SPECS,2003 ed.) FIELD WORK• PLOTTED DATE: NOV/24/2004 — 10:20:29 Om DATE:10/20/04 DRAWING NAME: QNORTHEAST DETENTION POND OUTLET STRUCTURE a1 RETENTION POND OVERFLOW DETAIL �7�CURB AND GUTTER DETAIL DRAWN BY: KDJ SCALE:13900' H:\3ING N1\ACAD\S fEPIAN\SITEPL4N-0913D4.dwg CHECKED BY PROJ //:3900.001 SHEET OF Plmrep 9 oren COORDINATE W/SITE/CIVIL WAREHOUSE WAREHOUSE RAMP NOT SHOWN,SEE SITE/CIVIL d a d n a. a.. '4° e. 'a e. e 444. d d' d .4 .4 L.' .` d ^_. n _ n dl. d' d a e e a e e SEE'SITE/CIVIL 5 °d d? a - e 4. d . ..4 a e e e ' d g2ADlN(#'PLAN FOR: ZS ° a 'A a a. .. 'REWIRED SLOPING. • 4 . as sci 3 SLAB-ON- .1 .o a d. a A ".d d d d e GRADE.TYP. L <°d - ' ..a 'd _ 01 d c _ d d ° .q. °4b1.e � '�• .a. d a .d °^ '.a, dr� d. a •.d < a.d adis ° .a ? . 'a d -4•. .:a SEE.97E/gVJL .. a I.. < A _d el .a 44 GRADINGG,,PLAN<F,CR ° °a 4a ;ea d' _ a d d _de. v n Y COORDINATE W/SITE/CIVIL c �, REQUIREb.SLOPING ',9 np < d _. - d . .I a SCJ. .. d', I. d •.'d e a .�' a. d eo' • - . <. .. •� d. ..d o . g � d de' • d ° G• °d .d a a . o 'O,a a..4.d d d .4 a d_ .a '4d °. aa• p' 'd a 4 .. 3 SLAB 4 SLAB 04° a ° JOINT. O SEE"/CIVIL FOR ALL MECHANICAL, CO TRACTON .d a' C •),TYP. ELECTRICAL.AND UTUTES,TYP. JOINT.(SCJ),TYP. a 4° • a d KEWON NOBLE BUILDING d d 40 F Q O d 41 1b. • edLOADING DOCK AREA. • SEE SITE/CIVIL AND STRUCTURAL FOR d. •o .4 DESIGN AND DETAIUNG I 4e A, O A d d 4 A" a REINFORCED CONCRETE SLAB PLAN ° ...a a .. a A. 0 e :d d SEE MECH.FOR {RS OCTRD D.C.E�.WB "IN-SLAB"HEATING HAND TOOLED/j GROOVED JOINT T.Owm- ' I - T.O.SL, VARIES SEE EDGE TO MATCH = ) SITE/CIVIL CONTRACTION JOINTS \ m •a1 6"GONE S5 x 9-4"LAPPED O \� / T.O.SL, EVERY-OTHER SLAB / PROVIDE JOINT VARIES SEE REINF.BAR SEALANT PER SITE CIVIL - SPECIFICATIONS I-III-III III-I I III—III—III— CRUSHED BASE _ _— _ _—_ _ ..• f., AGGREGATE,SEE I I I—III-1 I I—III SPECS FOR '� _ • ".•. . .a EXISTING REQUIREMENTS .• Jam° NATIVE oppp o� SOIL SEE 0DO(p ooLw 3 SLAB DETAIL 1 1/2" FOR REINF. 8" B" SEE SLAB DETAIL FOR NOTES: SUBGRADE PREP. 1.)SEE FND.PLANS FOR JOINT LOCATION&SPACING REQUIREMENTS 2.)GROOVE SLAB WITHIN 12 HOURS OF INITIAL FLOATING. MORRISON Reinforced Concrete Slab Plan 6'SLAB—ON—GRADE r1 SLAB CONSTRUCTION JOINT(CRJ) r1 SLAB CONTRACTION JOINT(SCJ) 0 MAIERLE,INC. Kenyon Noble �x Mac CLIENT C-104• FIELD WORK• DATE-10/20/04 PLOTTED DATE: NoV/24/2004 - 10:21:02 Om DRAWN BY: NJM SCALE:1"=50' DRAWING NAME: H:\3900\001\ACAD\VTEPIAN\SREPIAN-0915 4.dwg CHECKED BY•KWK PROJ 3900.001 SHEET OF PLOTTEDer:.— r, BD'PROPOSED SITE AND PLANTING NOTES: STREET.EASEMENT PROPERTY I:CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INSTALLATION,EXCAVATION, BOUNDARY(typ.) - OR PLANTING OPERATIONS.ANY DAMAGE TO EXISTING UTILITIES ON 517E OR ADJACENT PROPERTY 514ALL BE CONTRACTOR'S RESPONSIBILITY. 2.LANOSCAPEARRIGATION CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL LANDSCAPE/IRRIGATION MATERIALS WITH&AS UTILITY PROVIDER AND GENERAL CONTRACTOR. GRASS SWALE - 3.CONTRACTOR TO EVALUATE EXISTING SITE CONDITIONS AND REMEDY AS REQUIRED TO MIN 0.5X SLOPE SEE o - PROVIDE FOR HEALTHY PLANT GROWTH AND MITIGATE UNSIGHTLY CONDITIONS. T 4.CONTRACTOR TO COORDINATE ALL CONSTRUCTION ACTIVITIES WITH OTHER TRADES. 5.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE PREPARED AND REPLANTED, �m e•« ° + ° A5 ILLUSTRATED.A DISTURBED AREA SHALL BE WHERE GONSTRUGTION ACTIVITIES INCLUDING TRENCHING,DEMOLITION,EARTHWORK,MATERIAL STORAGE,5TA61NG,AND PARKING OR ANY OTHER FORM OF EXCAVATION,COMPACTION,OR TRAFFIC RESULTS IN THE REMOVAL OR DISPLACEMENT OF EXI5TIN6 6ROUNDCOVER OR GRADE. 6.LAWN/5OO AREAS SHALL RECEIVE 6"OF TOP501L AND PLANTER AREAS SHALL RECEIVE 12" OF TOPSOIL.COORDINATE TOPSOIL INSTALLATION WITH OTHER TRADES.CONTRACTOR SHALL r B'WOODVERIFY CHARACTERISTICS OF TOPSOIL TO BE INSTALLED AND AMEND AS REQUIRED TO GET EEEDARcNl�RAC.PUNS___ \'� SNOW REMOVAL i - PROPER CHARACTERISTICS AND DEPTH. .T.ALL PLANT MATERIAL SHALL BE INSTALLED AS DETAILED. 8.CONTRACTOR SHALL VERIFY ALL PLANT OUANTITIES.THE ILLUSTRATED LOCATION SHALL •--J \ M \ \ .\ ar®m �p nw o DICTATE COUNT.g.DURIN INSTALLATION INSTALLATION OF PLANT MATERIAL AND IRRIGATION,CONTRACTOR SHALL KEEP ALL WORK AREAS AND WALKING AND DRIVEWAY SURFACES GLEAN OF DEBRIS.PROTECT ALL PLANT AND IRRIGATION MATERIALS FROM DAMGE DUE TO LANDSCAPE OPERATIONS OR ACTIVITIES BY a' D k �� OTHER CONTRACTORS AND TRADES.MAINTAIN PROTECTION DURING INSTALLATION AND INTERIOR FENCE MAsoN E MAINTENANCE PERIODS.TREAT,REPAIR OR REPLACE ANY DAMAGED PLANTIN65,MATERIALS,OR m d WAREHOUSE SEE ARCMTECTURAL P�Is ,_ SEE ARCHITEMRN- IRRIGATION EQUIPMENT IMMEDIATELY. IOF IN THE EVENT OF ANY DISCREPANCIES,NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. (FUTURE EXPANSION) �\ w.m \� 11`NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN CONSENT FROM THE LANDSCAPE ARCHITECT. I _ SyJJJ/l A ALL BEDS,BERMS,AND PARKING LOT ISLANDS A R MULCHED WITH GLEAN,1.5"TO 2" 7 W ASHED RIVER ROCK.SUBMIT SAMPLE OF MULCH MATERIAL5.T0 LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL,PRIOR TO INSTALLATION. I r 13.EV61NS TO BE ALUMINUM ED61NG. 14.ALL SHRUB BEDS SHALL HAVE A WEED BARRIER INSTALLED BETWEEN THE SOIL LAYER AND THE MULCH LAYER.WEED BARRIER TO BE"TYPAR B201"AS MANUFACTURED BY LINO INDUSTRIAL FABRICS INC.GEOTEXTILE DIVISION.2550 WE5T FIFTH NORTH STREET,SUMMERVILLE,Sr-2g483, I(800)543-ggbb.WEB5ITE.WWW.LINOIND.COM.ALTERNATE PRODUCTS ACCEPTED WITH SUBMITTAL, s _ �--_� _ .�� REVIEW AND APPROVAL OF LANDSCAPE ARCHITECT. WAREHOUSE YARD OFFICE 4y30.00 / : IS.COORDINATE WORK THIS SHEET WITH ALL OTHER TRADES. FEE:4730.00 CONTACT INFORMATION: (• _i-'' » \ dm _--PROPERTY OWNER: LANDSCAPE ARCHITECT, SEE FIRE SERVICE UNE --RERAN LLG GTA LANDWORK5 PLAN AND PROFILE FOR a ON REMOVAL , �D P.O.BOX IIOT 10180 COTTONWOOD ROAD WATER SERVICE DETAILS K - BOZEMAN,MT Sg'I'!I BOZEMAN,MT 5gT18 PROPOSED _WAREHOUSE LDING FIR `� 3 "' (406)58?-g366 (406)536--f100 E -� @ w'w'� ' I I • FIRE SERVICE SERVICE Bo'PROPOSED j - APPLICANT: CIVIL ENGINEER: N.14th AVE.EASEMENT OUTDOOR ` m RICHARD AND WILLIAM OGLE MORRISON MAIERLE,INC. I PROPOSED AS s cE CONDENSER uNlrs - - \ LEGEND 25 EAST MENDENHALL q01 TECHNOLOGY BOULEVARD ° wm+BoluRos.SEE \ �'"' _ BOZEMAN,MT 5q-115 BOZEMAN,MT 59718 REFlISE BINS_ MECHMIICAL-PENIS" T' \` ti ' a �. - _ 50T 58Y-g366 (406)5 '121 6-r-o MECNANICAMETER LLOGRON ~ Yid' L'�7 DECIDUOUS TREE - -- _ WITH BOLLARDS ( /" SNOW i EVERGREEN TREE PARKING LOT LANDSCAPING REQUIRED 4,160 5F 3 "l +K'�f i/ + �« PARKING LOT LANDSCAPING PROVIDED m 6,218 SF ^ / 7. STREET V 7j�,�7[j DT VISION TRIANGLE K 1V 1 ON NOBLE // �•�� .F \\ •i TRIANGLE - NOTES: 1. nd //Y. .. f9�.'� SNOW ' FEE:4735.50 ,",w 1 mw �.."... � (SEE P S ALL LANDSCAPED AREAS EXCEPT A5 NOTED, BUILDING T�T �T/^� _ry ° � ., . .' SHALL BE IRRIGATED WITH AN AUTOMATIC, I � _ +•��_++��yl T lJ - - /"� SHRUB PLANTINGS UNDERGROUND IRRIGATION SYSTEM ' sre "w ,„ KENYON NOBLE 'PLANT SGHEDULE7 ry --+ BUILDING ..� y (FUTURE EXPANSION) m, T/ md. rG-I j)`/ BOULDERS LANDSCAPE POINTS TABULATION. d l.C? 23 POINTS REQUIRED - 23 PONTS PROVIDED ALUMINUM EDGING 18.48.060.B.I.b: 3 PT5 FOR 50%-15%PLANT MATERIAL BEING DROUGHT RESISTANT 18.48.060.B.2: 5 PT5 FOR EVERY 50 FT OF EAST SIDE YARD HAS ONE PLANT GROUP 18.46.060.0.2: 5 FT5 FOR EVERY 50 FT OF NEST SIDE YARD HAS ONE PLANT GROUP 18.48.060.6.2: 5 P75 FOR EVERY 50 FT OF SOUTH SIDE YARD HAS ONE PLANT GROUP I8.48.0604-3, 5 PT5 FOR 5 BCU4QgR5 OVER 3 FEET IN DIAMETER • -yT\\'v - 7,e.a, 65'N.IIth AVE mm EASEMENT PR (typ-) ��, PLANT SCHEDULE eoudoARY Cryv.) ..m �.�7 Mao ��� i • ^m J „ �""�'�"' a �„ ■ :® QTY. KEY SOTANIGAL',AME COMMON NAME SIZE GOND REMARKS HEIGHT 5 READ Am m e w ° - --- - -• ---; AfA' ^^' m4_ - s ,,;.---- -- '" '� �0'°�� _�-, '•"' 33 PT POPULOUS TREMULOIDES QUAKING ASPEN 2"GAL B d B VARIED STAND 50'HT 15-200 38 PV PRUNUS VIR6INIANA'CANADA RED' CANAVA RW GHOKEGHERRY 15 GAL CONT MULTI-STEM 50'HT 16-25' 21 MR MALUS ROYALTY' ROYALTY CRABAPPLE 15 GAL B d B SINGLE STEM 15'HT Ie-v' 65 PIP FRAXINUS PENNSYLVANIOA'PATMORE' PATMORE GREEN ASH 2"GAL B d B SINGLE STEM 50'HT 30-35' -G 25. PP PIF G4XI PUN6EN9 P GOLORADO SPRUCES 8'TALL B d B 60'HT �,35 • : -�..� H SINGLE STEM 26 PH PINS NIGRA AUSTRIAN CLACK PINE H' ALL B d B - 30' -tee °•' EVERGREEN SHRUBS 8q 1PM PINUS MU60 PUMILIO DWARF MWO PINE 5 GAL CONT WELL BRANCHED 3'HT 3' OAK T� STREET +'• fj � �0 180 JH JUNIPERU5 HORIZONTALIS IGEE BLUE JUNIPER 5 SAL CONT WELL BRANCHED 10"HT 4' ti11 J 11` L"1 .-i 14 IJS I•ullreals sconnaaitn w"iTA WIGHITA BLUE JUNIFER 5 GAL I CONY INELL BRANCHED I 10-15'HT 4-6' .DECIDUOUS SHRUBS 3q CIS CORNUS BAILEYI RED TWIGGED DOGWOOD 1 5 GAL JCONT I WELL BRANCHED 6-10'HT 4-6' 1 ZZ - IIT SF 5ALIX'FLAME' FLAME WILLOW' S GAL GONT WELL BRANCHED IS-20'HT 6-e' Bo'OAK ST. - 45 5P -5ALIX PURPUREA'6RAGILIS' COMPACT FURPLE WILLOW 5 GAL GONT WELL BRANCHED EASEMENT O 83 515 9PIRAEAX Vt*0.A'ANmoNr vIATERER' ANTHONY rV.THtER sPIRAEA 5 GAL CONY I WELL BRANCHED © 61, PP roTex—FmLTIGOBA'60I.DPIN m GOLDFINGER POTENTILLA 1 5 GAL ICONT IWELL BRANCHED I S'HT 3-4' _. ORNAMENTAL 6RA56E6 , 30 GA -CALAMAGRO5TI5 X ACUTIFLORA FEATHER REED GRASS I GAL GONT GLUMR. 5-6'HT 2'-B' 'KARL FORESTER' ICI 3q H5 HELIGTOTRIGHON SEMPERVIRENS BLUE OAT GRASS YI GAL. �����: � 11 1 �I I scats: I"=so' NORTH PmVTSIONS: II-�d KENYON NOBLE FINAL PUD PLAN AR��S DATE: : SUET CIMCKM BY: KR G»��Rs DATE: TD_u-04 L101 . BOZEMAN, MT DOCUMENTS en�,GsmDuu. _ sc�E P AND,,,,ORFCTAK BoM.caeATPALLs CI'A# KENYON NBTHNA.RAcrsrELL ROUP SPOK�.MACRSON CARD FILE: L]D1 (",IR111 Ito 4�' ALLRIGHTSRESERVED Dom: HED EDGING w8 5PEGIFIED PRLf@ TREE A9-trim. - TREE STAKES AIID nE5 A5 TILL NATNE SOIL ro 4•DEPTk,ADDING H CY OP NIIROLIgD 11 LI PER 1000 SP AND ADD GYP5U4 Ai w RATE OP NOT .LBS. PENETRATE ROOT BALL 2 Pf3e 1000 SF AND INLORPORATE IMO TOP 2" - iREE TRUWC OCOVER EED$AS FER MAWIFALTURHt9�5PEL F GAT TREE GRATE 6 - TRIANGU.AR SPACNG g��®qp Ip� MULCH t WEFD BARR16t 9/H•6D1'P6ALVANILEO �� - D�EETAIL MWCN AWAY PROM TRIMK % � ��BAND Si1101 2.y. A9 SPECIFIED. FlNISH GRADE FINISH 6RnDE } .F �I - -- ELEYAllOf NDIES REMOVE FINI�E sArol•RSR .IIIN4 TC - - C�OND AIM1ENr O Ii�OLE TYP. FINISH GRADE A9 OAI6INPLLY � TERIAL Az • bROYAI IN THE NURSERY. I -.t F SPECIFI®. r�/7/�pIII'y/�,IIII7�+J'�/� REFER TO DECIDUW^TREE BAGKFILL AS 5PEGIFIED. Y -LAb HOLT NAMING DETAIL POR PINNING APpL UnON AN'LIGAnQi E%WVATE NOLE AS AND$TAKING RE911REMENTS. �� SPKIPI®. _ _ _ WNCI�TE TREE GRATES FRAMES ro I.STAKING Alm 1REEYRATM IS NOT MANDATORY. 91wTF"�-FLAu6F Mawr!SF) EB MANRACTIIRED BY NOVEV6C THE LONTRACTOR SHALL REPLACE ANY UNSTAKED OR X•PUNT SPACING.REFER TO N.AM NSW I POIAIDRY 00. L}UYtAPP®1RR Wingll!OKSTOH IP DIREOTFD TO DO 90 LEGEND FY R 3PAOIN6 REGUIREM1ETM. �SI�""y�'y� l Q Ir 1ID(q TIONS1PROVIOE GLEAN NLOIWC-4nON A F FiRADE BPO-•hBi015,WWW.NFLOLOM - AT ANY nME THROUGH LOMN.ETON OF WARRANTY PERIOD. ETYBEN ROES,eb%OP%. EE LA MODEL R-090B.9TAImwRD, 2,ALL TO HE PIAMED r0 BEAR SAME RELAnoN "- B INSTALL A5 PER MAWP. TO Fl.-5N GRADE A5 ORIGINALLY BROWN-IN THE o•PLANT LOCATION RECOMFIIIDATIONS. H.SEE SPECIFILATON5 FOR FERTLIffit REOVIREMENS. 4.PRP/IOB A 2'-6•RADIUS AROLlID TREES IN TURF AREAS. (2)DECIDUOUS TREE PLANTING 4 GROUND COVER PLANTING BIKE RACK VET_AIL . LI02 NOT ro xALE LI02 NOi ro SCALE LI02 NOT TO SCALE - ROOT COLLN.R OR GRAFT UNION H' ' AHOVE NNISM GRADE. 4"OP I-I/2'NAB RNH2 ROCK TREE GRATE YW IRON OONCREIF.9EE DETAIL MJLLH BELOW GRATE.PULL AYIAY ANbLE FRAME CAST I ED6H OF CONCRETE BATm FROM TREE TRUNK - LACE.A9 SPECIFIED.. ' RAINBIRD RBS(�PER TREE. WEID BARRIER FAHRIC 1' PR111E SHR9 TO RADIATC OUT INSTALL TDWS MAN1F._'_G5 A9 5PEGIFIED.Sw EDGING, AS SPrLIFIm. PERPETIDICULAR TO ROAD KLGK AND FABRIC DETAIL FINSH GRADE CREATE SAUCER CAST-IN-PLACE CONC.BNm MTIK LL WITN FOR fNSTALLATION EDGINZ A5 5PEGIFIED. ARMm SHRIs WANGLE IRON NL1ME N:TL NAnvE xa. - - CON- BAND. INSTALL ACCORDING v'�eRIP+v TE INsruunow H'C•DeeP BEOnCM OF SEE DETAIAI L 6/LI02 ro MPORS•„PECIPICAnON9 -I-�F-Ic 1!@ISIONS 42`>6ALV.CORRI6AT® NLLCN AS SPCCINm. MULCN®YNY METAL FIR,Ib 6AUOE RqJ.d1RAP HACK ON f21 w4 RLBAIq CONTINlCVS AS SPECIFIED METAL TRH GRATE A9 CN.V SEOTION GHALL OP IFJ OF TFEE BALL FROM Gl@'i PIWSN ro BET l TO GRADE PRIOR AIO REMOVE WIRE Bw510EI. �: REMOVB ROOT GRADE SPECIFl(9;INSTALL PER uMq�MDKOR 6�.40KRILL. r � PE¢�IME�TIR=•O.1-TREE a =I=� ' _.� -•_ - ASTER®. "C sEE 4ORE wLIcI a. COMPACRD: PVC IRRI6ATON LATEFAL - -^ " I 1- ' Y AS G LLLIFIED. b"DEFTH,MIN„ W4'MINUS DRILLL PROOT O.�ERI _ - Y'®BAIAICI PMRIO i,aa EXOAVATE N0.0 LRI511FD GRAVEL BABE ACCESS. III A9 SPIFIED.LAP b' �,. A9 SPECIFl®. COMPACTm SUHbRADE NIS b'MR NATIVE FOIL AUGER b" A.ILOLE 10'-' - S•STAPLES TO ANGGR - DEPnI.PILL W TH I'WARRED �I WE®HARRIBC 1RIANbN.AR GRAVEL AT THE SIDE OP SPACING S'OO.MID I'D.G. THE MOUND.N PER TREE LIW5N2 SPACING Ar.LOINfB. �� SECTON L ALL SHRLHS TO BE PLANTED TO BEAR Tl@ SANE RBAnON NOTES CQCFmINAIE SCORING.Y>INT9 WITH CONCRETE HAND TO CRRAI! 2.SEE NSPEOIP-OHS POR FERTILIZER REflUIREFIGIN2Y IMIPORM.PINTS ALONG 91DP1NAUc AS SNOYwI ON THE RJ1N DECIDUOUS TREE N ��TREE GRATE DETAIL (WEDGING,MULCH, I$ FABRIC (2)SHRUB PLANTING )CONCRETE SAND FOR TREE GRATE LID] NOT TO SCALE LI02 NOT ro SCALE LIG1 NOr TO SCALE LI02 NOT TO xALE TREE SHRUB.AND ORNAMENTAL GRASS NOTES; /� c� I p {��� C - I.ALL PLANT MATERIAL SHALL CONFORM TO THE CURRENT AMERICAN NURSERY AND LANDSCAPE IRRIGATION NOTES: STA" 4 E® GOLOI`E® OONOkETL ASSOCIATION STANDARD FOR NURSERY STOCK. I.IRRIGATION SYSTEM DESIGN SHOULD BE BASED UPON AVAILBABILITY OF 95 PSI AT THE POINT 2.ALL PLANT MATERIAL SHALL BE INSTALLED USING COMMON SENSE AND GOOD PLANTING OF CONNECTION. PRACTICES. 2.COORDINATE MEAD LOCATIONS WITH PLANTING PLAN TO ENSURE PROPER COVERAGE. 5.ALL PLANT MATERIAL SHALL RECEIVE AN ADEQUATE AMOUNT OF WATER TO MEET WATERING B.PROVIDE ALL COMPONENTS REQUIRED TO COMPLETELY WINTERIZE THE IRRIGATION SYSTEM hh REQUIREMENT5 SUPPLIED BY AN AUTOMATIC IRRIGATION SYSTEM.ALL PLANTS SHALL BE WHETHER OR NOT 5PEGIFIED HEREIN. WATERED MANUALLY IF THE AUTOMATIC,IRRIGATION SYSTEM 15 NOT FUNCTIONING DURING 4.INSTALL CONTROL WIRES FROM ELECTRIC VALVES TO CONTROLLER. INSTALLATIOWCONSTRUCTION. 5.COORDINATE CONTROLLER INSTALLATION WITH ELECTRICAL CONTRACTOR. 4.CONTRACTOR SHALL MAINTAIN TREES AND SHRUB5 FOLLOWING SUBSTANTIAL COMPLETION 6.COORDINATE SLEEVE INSTALLATION WITH LANDSCAPE PLAN AND WITH GENERAL CONTRACTOR. FOR THREE MONTHS BY PRUNING,CULTIVATIN6,WATERING,WEEDING,FERTILIZING,RESTORING SLEEVES SHALL BE OF ADEQUATE DIAMETER TO SERVICE IRRIGATION LINE SIZES.ALL PARKING PLANTING SAUCERS,TIGHTENING AND REPAIRING STAKES AND GUY SUPPORTS,AND RESETTING TO LOT ISLANDS AND OTHER ISOLATED 6E05 OR PLANTING AREAS SHALL HAVE SLEEVES PROPER&RAVES OR VERTICAL POSITION,AS REQUIRED TO ESTABLISH HEALTHY PLANTINGS. IN5TALLED IN ORDER TO ACGES5 WITH IRRIGATION PIPE. S.CONTRACTOR SHALL ENSURE THAT PLANT MATERIAL 15 FREE FROM INSECTS AND DISEASE AT 7.REPAIR OR REPLACE ANY EXISTING IRRIGATION SYSTEM EQUIPMENT DAMAGED BY TIME OF INSTALLATION AND THREE MONTHS FOLLOWING. CONTRACTOR'S OPERATIONS AS DIRECTED BY OWNER BACK TO ORIGINAL CONDITION. - b.IF SUBSOIL CONDITIONS SHOW EVIDENCE OF UNEXPECTED WATER SEEPAGE OR RETENTION b.DRIP ZONE FLOW IS DETERMINED BY PLANT TYPE.SYSTEM SHOULD BE BASED ON 2.0&PH " NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY AND MITIGATE AS REWIRED. EMITTERS FOR TREES AND SHRUBS.FLOW MAY INCREASE IF ADDITIONAL EMITTERS ARE BEN H (B. -� REQUIRED FOR PROPER COVERAGE.PROVIDE ADDITIONAL DRIP LINE AND EMITTERS.ADJUST BLUEGRASS LAWN/YVILDFLOWER 502 NOTES: VALVE AND PIPE SIZE TO ALLOW FOR PROPER FLOW. I.ALL 5LUEGRA55 LAWN AREAS TO BE SODDED U51NG CVT SOD THAT 15 DELIVERED DAY OF 9.CONTRACTOR 15 RESPONSIBLE FOR ENSURING THAT ADEQUATE M015TURE NEEDED BY PLANT 3S INSTALLATION AND IS WATERED IMMEDIATELY FOLLOWING INSTALLATION. MATERIAL 15 PROVIDED AT PEAK DEMAND. I 2.NEWLY PLANTED BLUEGRASS 5012 SHALL BE WATERED SEVERAL TIMES DAILY,AS SPECIFIED 10.DRIP LINE TO BE INSTALLED AS PER MANUFACTVRER'SRECOMMENDATION5. BL 0 \ BY THE SUPPLIER,ADJUSTED TO LOCAL CONDITIONS WHEN.NECESSARY,TO PREVENT DRYING OF COORDINATE DRIP EMITTERS WITH PLANTING PLAN. - - 5oD II.INSTALL ALL PUMPS,CONTROLLERS AND ACCESSORIES PER MANUFACTURER'S SPEGIFIGATIONS. B.SATISFACTORY SODDED LAWN SHOULD BY ESTABLISHED BY THE END OF THE MAINTENANCE 12.IRRIGATION CONTRACTOR SHALL LABEL GONTROLLER BOXES INDICATING ALL ASSIGNMENT PERIOD OF THREE MONTHS.A HEALTHY,UNIFORM,CLOSE STAND OF GRAS5 HAS BEEN OF ZONES WITHIN THE AREA SERVICED BY CONTROLLER BOX. ESTABLI5HED,FREE OF WEEDS AND SURFACE IRREGULARITIE5,WITH COVERAGE EXCEEDING 95% 15.IRRIGATION CONTRACTOR SHALL TEST THE SYSTEM TO ENSURE THAT ADEQUATE COVERAGE ---- OVER ANY 10 SF AND BARE SPOTS NOT EXCEEDING 2"X 2". OF ALL PLANTING AREAS 15 ACHIEVED,PRIOR TO COMPLETING JOB. 4.WEATHER LIMITATIONS:PROCEED WITH PLANTING ONLY WHEN EXISTING AND FORECASTED WEATHER CONDITIONS PERMIT. 5.BEGIN MAINTENANCE IMMEDIATELY AFTER EACH AREA 15 PLANTING AND CONTINUE UNTIL ACCEPTABLE LAWN 15 ESTABLISHED. b.MOW LAWN AS SOON AS TOP GROWTH IS TALL ENOUGH TO GUT AND THE HEAVY WATERING PERIOD IS OVER.SOP SHOULV BE AFFIXED TO SOIL BELOW.PREPEAT MOWING TO MAINTAIN 5PEGIFIED HEIGHT WITHOUT GUTTING MORE THAN 40%OF 6RA55-LEAF GROWTH IN INITIAL OR SUBSEQUENT MOWINGS.DO NOT DELAY MOWING UNTIL GRASS BLADES BEND OVER AND BECOME - MATTED.DO NOT MOW WHEN-6RA55 15 WET.5GHEDULE INITIAL AND 5UB5EGUENT MOWIN65 TO /,I`T� MAINTAIN THE HEIGHT OF 2"TO 2 1/2". I T�T,wR 1 ' 'I.LAWN POST-FERTILIZATION;APPLY APPROPRIATE FERTILIZER AFTER INITIAL MOWING AND WHEN GRASS 15 DRY. D FOLLOW STRICTLY THE DIRECTIONS ON THE MANUFACTURERS PACKAGING. - 6.ALL WILDFLOWER 50 AREAS TO DI SODDED USING GUT SOD THAT IS DELIVERED DAY OF IN DETAIL_ INSTALLATION AND 15 WATC-RED IMMEDIATELY FOLLOWING INSTALLATION. - ' 4.NEWLY PLANTED WILDFLOW W ER SOD SHALL BE ATERED SEVERAL TIMES DAILY,AS 5PEGIFIED - BY THE SUPPLIER,ADJUSTED TO LOCAL CONDITIONS WHEN NECESSARY,TO PREVENT DRYING OF SOD. - 10.WILDFLOWER SOD MAY BE FERTILIZED EIGHT WEEKS AFTER INSTALLATION,OR PER SUPPLIER'S INSTRUCTIONS,WITH A BALANCED FERTILIZER SUCH AS 20-20-20. III = I I-all 11.WILDFLOWER 500 SHOULD BE TRIMMED BACK TO 4-b"IN THE FALL.CUTTINGS MAY BE LEFT IN PLACE OVER WINTER TO SERVE AS MULCH.LIGHTLY RAKE SOD AREAS IN THE SPRING,TO REMOVE DEBRIS AND CLIPPINGS. -u NO FOR CONS a R C'10N REVISIONS: COFMIGHT21W4 KENYON NOBLE FINAL PUD PLAN CrA DATE: C�T Si�ET ARCHITECYS CHECKEDBY: RR ENGINEERS DATE: Iazn4w . 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WAREHOUSE a p WTERI0 SCE OF STUD SLAB-6E STRUGT b GRAY ADD RESILENT CLIPS 3 WAREHOUSE MEGH q WAREHOUSE MECH ROOF C>�WAREHOUSE RAMP 6 RAI'"IP SECTION I'$' 5 AT 24"O.G. - DIA: <^FUSE 2x8 STUDS IN LIEU OF 2,6 AIm4 SCALE:/,'=1'-m" dlm4 SCALE: "=1'4J' 4104 -SCALF_J�q'-1'-0' AI04 SCALEM11.11-0, V STUDS -PROY]or STONE VENEER T IOR �1 PIPE BOLLARD S 2 0 GA 6 OD S STUDS DS N LIEU OF WOOD STUDS 1 A104 11 5FOIA COPtRIGHT 2004 REVISIONS: CIA SHEET KENY N NOBLE CONSTRUCTION DRAWN HY• EC$ ARCHITECTS CHECKED BY: KR . 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SLIP SHEET AN CLOSURE 55 MIT -- Via■=�o■- ��■ ��■=. G'�I 1lall ►� —.� —� �IIIII �`�--� _ to 1 � -_.ems!!IIILIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIL. i���7� It,,;r,. ,���, . II - � III � � II � IIIIy1,I�A Illlf IIIII � Itiltiti � � ti � ti � ti � � � titi � ti � �■ ■ � pREVISIONS: CTA ��—L�lzelli CONSTRUCTIONKENYON NOBLE DP-AVM ' -0 ee BOZEMAN, MIT 1O 5 � • ''� EN�IN 5 MATERIAL Lr=GE= i I i i AS SBS nODIF IED LAMINATED A9PNALT SHINGLES j - - I - - - - ASF ALUnINUn STOREFRONT WINDOWS/DOORS - - - BB STAINED WOOD BOARD 4BATTEN I I I AS . FA ROUGH-SAWN WOOD FASCIA I- I 6 1� 6 - - i AS AS - SV STONE VENEER I ES - TM ROUGH-SAWN ARCHITECTURAL GRADE GLU-LAM LS ROUGH SAWN HORIZONTAL LAP SIDNG _ - - TR ROUGH-SAWN WOOD TRIM. MR PRE FINISHED METAL ROOFING M9 F'REFINISHED METAL SIDING GON CONCRETE - - - A9 j BB - 12 i SG EF'RE:AST CONCRETE ACAR 24-0 _ I 12 D 12 SIGN BY I - OWNER I6'-0' 2 SY 3- TR n i 4 - I I _ I I 0 -------- ---1___________ 42m2 9CALE:�'•I'-m' � I I I I L$ L9 I - I I - - WOOD FENCE RETAIL BUILDINCz 32 WEST ELEVATION 5 EQUAL SPACES Ix6 CEDAR -FENCE - - - - 0 NOT USED m 42'2 11111111 WLLALLL"WLALuiuLU4 P-LL Ll��-�1— a PREFINISHED METAL CAP - \ I I /^ /� ICE d WATER ASPHALT - FENCE DETAIL. \.WOOD FENCE CAP STRUCT SEE SHE:LD SHINGLES - 4202 90ALE:1�.:I'-0" LL��__llBLO I - 2x STRUCT STRUCTNG-9E -SEEPLY SD.9HEATHNG SCALE:I/ I'-0" -SEE 9TRUCT x^_ SUB FASCIA - _.._.__.. ................... .................... PREFIN.METAL - - - FLASHING d DRIPEDGE ASPHALT SHINGLES. - - ICE 6 WATER - RIDGE SUPPORT- SHIELD ,% - SEE STRUCT I I ____ SHEATNa CONTINU'I: R00FIN6,ICE __- TREATED 2x12 AND MESH SCREEN• GLULAM BEAM - - Ij - I ROOF FRAMING �I SUPPORTS a 24 6"IN. - SEE STRUCT 6" 5EE PLAN I -SEE STRUCT O.C. PREFIN.METAL ` LAP INFIL.BARRIER FLASHING - OVER FLASHING -BOARD t BATTEN i BUG SCREEN - - I m ! PREFIN.METAL - m STEP FLASHING SHINGLES KNEE BRACE HIGH TEMP ICE d -SEE STRUCT WATER SHIELD BEHIND METAL - -_ PLYWD. SHEATHING - - ' -SEE STRUCT s RIDGE VENT , _ _ _ — — — ---- —RUC7 _ - A202 9CALE:1%x"=I'-0" I ALL TYPES I _ VENT THRU BLOCKING - "I. BEAM -SEE -SEE STRUCT - 9TRUCT. VENT SCREEN FROM a5 r 9H GALVANIZED ASPHALT SHINGLES ARDWARE CLOTH ICE d WATER SHIELD -SEE !I I I PLAN FOR EXTENTS " PLYWD,SHEATHING - - _ -SEE STRUCT - I BRACE PREFIN.METAL WHERE OCCURS ` FLASHING -SEE ELEVATIONS INSULATION BAFFLE-MAINTAIN 2"AIRSPACE - - - - 6"SPRAY - FOAM I: - AT CORNER - I: I� 2.6 SUB FASCIA - SEE WALL I 2x12 Sue FASCIA -..TYPES I� EXPOSED RAFTERS- SEE STRUCT FOR SIZE- STAIN - - 9 BRACE FRONT „ TYPICAL RASE TYPICAL EAVE ��ROOF TO WALL �g� SLOPED ROOF TO WALL 9CALE:11/x°=I'-0' AI02 SCALE:1'/".1'-0' 6 a�m2 _ A202 SCALE:I�"=I'-0" A?02 SCALE:Iy"_I'-0' a2fd2 SCALE.Iy"=I'.-OP REVISIONS: CA COPYRIGHT 2004 SHEET KENYON NOBLE CONSTRUCTION DATE: E0E ARCHITECTS CHECKED BY: EE. REATIL BUILDING ENGINEERS DATE: 111.20.-04 AND SATELLITE I E MIROUTA DOCUMENTS �E�E .RAT Fu Ic CTA� EENYDN .JA s" D �; �DNA2az BUILDING EXTERIOR A2O2 T uu[ M 1 ALL RIGHTS RESERVED Drn: L ENYON ELEVATIONS BOZEMAN i O f� cz�)I b 12 12 PREFIN METAL 3 3 ASPHALT SHINGLES RAFTERS-SEE $TRACT 2'-0" 2'0" _ FLDING 30 LB.FELT TYPICAL RETAIL BUILDING ASPHALT TYPICdL RETAIL BUILDING LIGHT FIXTURE ROUGHLY n n SHINGLES ROOF-SEE A301 a�e°PLYWD,SHEATHINGS ROOF-SEE A301 5 Y M9 Y CENTERED OVER OPENING - Y Y AS COORDINATE LAYOUT 30 LB,FELT PRE IN.METAL A2m3 : RH SIDING RIBS,TYR - _ -_____- 6 12 aka"PLYWD.SHEATHING �`� DRIPEDGE�` - - _ --- \ BUILDING WALL ?� f I 1 RAFTERS SEE STRICT I r. 12 PREFiN.METAL MOCKING -SEE STRICT FOR FLASHING Cf �3 $EE 6TRUCT ATTACHMENT I I d9 ,� . } ae"CEDAR ttg A203 FLASHING � SEE 9HIhIG t/ }-- PLriJD,SOFFIT- PLAN I DRIPEDGEJ VAPOR BARRIE \` 7. GYP.f=A, ng--- STRJC - - ,--- WAREHOUSE MECH. bAFbR BARRER WAREHOUSE 1 ECH- Ok6 -SEE - r -- ! ��EAVE /"GYP.CrILING s RASE ' EE PLA SEE WALL TYPES d2O3 6CALE j' RACKS BY I y; / A203 SCALE: 'G'�' -I'-V L - r OWNER - III F Q m Q Q (—FUTURE EXPANSION I iii OPENING OPENING OPENING OI.II.IER BY 12 ;n 12 a I OPENING _ .3 3 DRIVE THROUGH DRIVE THROUGH DRIVE THROUGH DRIVE THROUGH 3 0 I : MS LIGHT FIXTURE ROUGHLY I CENTERED OVER OPENING 5 CON I/4104DTYP_E CON M9 CON - ' �N A203 �3 COORDINATE LAYOUT +_____ A203 J WITH SIDING RIBS,TYP, \` GON nB 12 WAREHOUSE BUILDING Q Y 3 - MATERIAL LEGEND WEST ELEVATION As j i i A6 SBS MODIFIED LAMINATED ASPHALT 9HMGLEs A203 5 -- BB 9TAINED WOOD BOARD !BATTEN-SEE 6/A202 / --- SV STONE VENEER I ---- _ Tm ROUGH-SAWN ARCHITECTURAL GRADE GLU-LAM LS ROUGH SAWN HORIZONTAL LAP SIDING-SEE 6/A202 TR'X ROUGH_SAWN CEDAR TRIM 'X"DENOTES NOMINAL HEIGHT-SEE 6/A202 MR PREFII.IISHED METAL ROOFING M6 PREFMISHED METAL SIDING CON CONCRETE RACKS B7 ___II 1t iii I FUTURE EXPANSION i ES EXPOSED STEEL PAINTED OWNER i---II DRIVE THROUGH DRIVE THROUGH 1 DRIVE THROUGH DRIVE THROUGH RACKS BY rPRECAST CONCRETE CAP WAREHOUSE BUILDING OPENING OPENING OPENING 'J! OPENING OPENING OWNER 2 EAST ELEVATION �\ A203 SCALE:3/32"=I'-0" �r B l 2 tt8 AS 3 4 MS d5 ,/AI04 TYP CON CON CON OLLARD -SEE CON Ms _ CON Y O O g ns ds 9 lm . d9F'HdLT SHINGLES I I SEE PLAN 30 LT I.YWD A HIN T CK -SEE STRICT d203 I� PREF IN METAL I I I 12 12j I I I I I \, _ — FLASHING lDRIPEOGE I I I 5 12 F- I�Iz I I I I A9 I PREF IN.METAL GUTTER 20 G4 PREFINISHE0 I I I I ii METAL SOFFIT 51 METAL FASCIA W MS B ! CR STIFFENER RIBS -II JOIST MFIL.BEYOND ' I 1 I I I I I I I I I 1 I I I II I I I I I II I I I I I 1 II 1 I I I II i I I I I I d203 , BEAM COLUMN jI'i' BARRIER BEXEATEMN SO IORN JOSISETE I I SEE6TRACTSTRICT C I I I I I I II I I I I i t l i l i i i� I I I i t I I i t 1 1 1 1 1 O,C,AT M -4 METAL STUDS AT JOISTS STUDS 4T 16" 11I T I 1I 1 - 1:11 II ' II 11 ' II :II I II II I II - METAL SOFFIT TOMATCHOPEN r 1 I -1 &D ING II I-1 I j -�j _I ___ r_tl----Y- IY--- y1-___y I_y___ BOLLARD -BEE s 4T B7 DROP BEAMSl —77Z ,/Alma TYP, USE 1%,"METAL STUDS, WAREHOUSE BULDING Ccs BY �;,R4c<s BY TYPICAL EAVE 3 NORTH ELEVATION OWNER -SOUETRIGCSERSTRICT Ea/A2m3 BCAL �"=1'-m' E A2m3 SCALS.3/32"=1'-0" - PREFM.METAL 6/i"P TURD.SH ING ABPHALT SHINGLES FLASHING t 30 LB,FELT 4 2 DRIPEDGE -- M A DECK -SEE TRACT M9 AS MS AS MS AS MB AS v I I I I I I I I As I I I I I I I I I i j I I I I I I I I I A213 S"METAL STUDS BEAM-SEE i I I I I I AT 12"0.c. I STRUCT I I �12 Ia I I A9 METAL SOFFIT TO j cm—a—) 12I 12 j j MATCH BDING I ns I I Az 3 I I I I I I I SIDING CLOSURE j I I I I STAINED GLULAM WALL c d203 8 MS BRACE MEMBERS -WHERE I OCCURS -SEE ELEVATIONS MS A2m3 I I I 1 FOR LOCdTIONB-SEE $TRUC7 SHED 12 a0 GA. SHED INI 3 METAL A FASCI WITH I STIFFENER Rm8 I I I I I I I III 1 1 I I I I I I III I I I I I I I I III i t I I I I I I I I I I I I I I I I I I I ; 1 1 I I I I 1 I I I I ; 1 1 I ; I I I ; j I I I I I I I I I I .OPEN j I I I 1 I -- - --- -- I CON I I I I I I I I CON II I u u 1 ul u l a u l n ull a u ' n n l n 1 n u 1 a ul� a u1 n n1 I nl a ul II n u1 n1 I n1 n ul I : -- -- ----------------- ------------------- -----------------------�---- -------------------r------ ----------------r----- ------------------r--------------- --- r------------- --------r------------------ BOLLARD -SEE /dm4 TYP. TYPICAL RA<E 4 WAREH 'USE BUILDINGS; SOUTH ELEVATION RACKS BY °OF1 RAMP -SEE RACKS BY 6 A2O3 SCAL63/32"-1'-0" OWNER - 5/AI04 OWNER C2m3 REVISIONS: COPSRI�A 2004 DRAWN BY� ECR KENYON NOBLE CONSTRUCTION ARCHITECTS DATE: T3Y: WAREHOUSE SHEET ENGINEERS DATE: Iazs oa "uwa. a BUII.DING BOZEMAN MT DOCUMENTS ALL PJ .CRGTM(E �A fi RENYON SM` ' ""�'�N CADD �. EMNA203 EXTERIOR A203 OV. N \"cuna�rc— nu Rlc t�� DD:: I:K6NrON ELEVATIONS '\ I �- r _ -,_ _-• I f I 10 (I ! _ �`^\ /�---�. -� i SHEET WORK NOTES (TYP•� ' '�� - PAD MOUNTED TRANSFORMER. COORDINATE PAD REQUIREMENTS WITH NWE. 2, NEMA 3R CT ENCLOSURE. SEE 3/E101. 3. UTILITY METER , I 4. PROVIDE (1) 1-1/2"TELE/DATA/SECURITY CONDUIT AND (1) 1-1/2" SPARE CONDUIT. STUB UP AT TELE BOARD IN ROOM 115. 5. FEEDER CONDUIT TO PANEL "MOP". SEE ONE LINE DIAGRAM CfYP•) { Ia Q ' 6. PRIMARY POWER BY.NWE. ��3 IW s I Z PROVIDE 13"X24" J BOX FLUSH IN GRADE. QUAZITE OR EQUAL Ii I�? II IC (,TMP) COORDINATE EXACT LOCATION WITH LANDSCAPE. I j I GATE BOOTH II /// 8 ✓� _ � I t ' � 8. PULL BOX FOR VOICE/DATA/SECURITY CABLE. SEE SHEET E402. • 1 _ I Y-5 7 y I Q - 9. MONUMENT SIGN. 3/4"C 3#12 II _ PANEL 'Y" 1,14 1#12 GND f/ I I 10.SITE LIGHTING POLE/FIXTURE PROVIDED BY NWE. PROVIDE i CONCRETE POLE BASE PER DETAIL 3/E303. ALL CONDUIT AND WAREHOUSE:u IJ �- + - < -� __,,. x--yk. I( + CONDUCTORS ARE PROVIDED BY.NWE. I I - ; j �"` I I \ mac/ 11.STUB UP AT TELEPHONE BOARD.IN ROOM 115. SEE SHEET E401. I D r , BUILDING 12•PROVIDE 4" CONDUIT IN CONFORMANCE WITH TELE COMPANY 17 iI YARD OFFICE /// $ REQUIREMENTS. TERMINATE CONDUIT AT PROPERTY LINE AS SEE 1/E1O3 I `( f-±� 1 `\\ { z DIRECTED BY TELE COMPANY. COORDINATE WITH TELE COMPANY Y-3 -11/4" 1 �y / + I R PRIOR TO INSTALLATION. 1 13.PROVIOE 2" CONDUIT IN CONFORMANCE WITH CAN COMPANY 11 REQUIREMENTS. TERMINATE CONDUIT AT PROPERTY LINE AS DIRECTED BY CATV COMPANY. COORDINATE WITH CATV COMPANY _ _ PRIOR TO INSTALLATION. \ //! ( I I \\ ,i PANEL "W 1 \J d ( _ / -��\ - \\\ - I (. 14.LOCATION TIME CLOCK. PROVIDE 120V CIRCUIT. COORDINATE \ J F + LOCA170N WITH LANDSCAPE CONTRACTOR. ---1i / 7 f - � _ I>$ 1 15.MOUNT RECEPTACLE TO 4"X4" CEDAR POST 18"ABOVE GRADE. ` 16.PROPANE STATION. PROVIDE 120V CIRCUIT. COORDINATE j I II 25 I-1--1 C 53#6 EXACT REQUIREMENTS EMENTS WITH PROPANE SUPPLIER. PROVIDE SEAL •- - FITTINGS AND HAZARDOUS RATED DEVICES PER NEC. LLg _ I- -- - _- I 17.PROVIDE 120V CIRCUIT FOR GATE OPERATOR. PROVIDE ALL WIRING ' � I - -____. "u ._.4 111 �"- FOR A COMPLETE SYSTEM INCLUDING CONTROL WIRING AND INDUCTIVE LOOP WIRING- COORDINATE EXACT REQUIREMENTS WITH GATE SUPPLIER AND OWNER. _-� F-29,31, 3 /-\�/ _ _-�- _--- -r `- I ,9 18.SEE ONE-LINE DIAGRAM 3/E101 FOR FEEDER TO PANEL f 1"C, 3#A I ,VJj ' /�_��-��,.-� I - I 19.MOUNT RECEPTACLE TO FENCE. 1#8 GN - - -_� _ \\I \�yc--t- f A�4 I `SJ-•� 3 1 '� 'r \\ `\ �1 1"C. 2#6 � E I 20.PROVIDE 1"C TO TELE/DATA OUTLET IN MOBILE BOOTH. ill 1#8 GND I I 21.MOBILE GATE O PA ARE RD PROVIDED BY OWNER. PROVIDE CONNECTION TO PANELBOARD LOAD CENTER PROVIDED WITH BOOTH. ALSO PROVIDE CONNECTION TO VOICE/DATA OUTLET. 1-UT Ut,\E RETAIL ( I \` \\ - j I 7�,� ( 22.ROUTE CIRCUIT THROUGH LIGHTING CONTROL PANEL "LCP2". 23.ROUTE CIRCUIT THROUGH LIGHTING CONTROL PANEL "LCP1". III I ;EXPANSION BUILDING 24.DO NOT ROUTE ANY CONDUIT THROUGH FUTURE EXPANSION AREA, it 25.IRRIGATION WELL VERIFY EXACT LOCATION WITH CIVIL SITE PLAN. PROVIDE COMBINATION MOTOR STARTER/DISCONNECT. 26.PROVIDE 3/4"C AND CONTROL WIRING TO IRRIGATION TIME CLOCK. I , 1 T Vx- 1 I - 10 1 I - \�(-° _•-1 C�3#8'' / \\\\\\ GND I �� \ I , p; 'El-15,17,19 < -2 ( 1C..3#6 s-/q--�' 2,4 1#8 GND 15 of © \ \\ I I IIt ,`�w-- Its .-._._ FXH,_._--'�iIXW�_ _fkW._s _1(W-�-•�^®.�.:....+"-",.�_ -_-.�._r_:_•�•��.�_=�-_•_,_.-.__� !.5 �4E-- _ EPs_-.._.�_yqq_._._._'�..:��_..._µy'Y•'-'w�`"-"%-^�•A5�'���.. �,/1 "'_-.�...--.,__ � � I\�\ SITE ELECTRICAL PLAN 1 E102 SCALE.[".40'-0' r I i NORTH _ I REF. ' I 1 REVISIONS: _ CrA RYt DDATEE:RAWNSY; SRO SHEET KENYON NOBLE P.U.D. PRELIMINARY N°�� � :- 10-as-o4 ENGINEERS ELECTRICAL PLAN Gs. ME PLAN E 102 "- qMT eotsa�cxaaTF.vss CARD KEENYON sro�xarmA:rn CADD FILH; KENYON + 0 All P HIS RESERVED DIIi: 1:%ENYON